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Road Projects - Completed
BID #: CDT0078
CDT0081
CDT027
CDT065
CDT0083
CDT062
ISSUED: 6/24/2022
OPENED: 12/8/2025
DUE: 7/1/2022
VALUE: $150
60
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Executive Summary
This document pertains to municipal projects in Cranford, NJ, specifically focusing on road and drainage improvements. The projects range from rehabilitation of existing structures to full depth roadway reconstruction, including considerations for utility coordination, ADA compliance, and soil erosion and sediment control. Dates and details for previous Zoom meetings with residents related to the Makatom Dr., Morningside Pl., Indian Spring Rd. and Orchard St. projects as well as the Elm Street Area Drainage project are referenced.
Web Content
Road Projects - Completed | Cranford, NJ Skip to Main Content Create a Website Account - Manage notification subscriptions, save form progress and more. Website Sign In Donate To Plant A Tree How Do I...? Government Departments Boards Community Newsletter Search 2023 Road Projects 2018 Municipal Paving Program Home Departments Engineering Department Road Projects Road Projects - Completed Road Projects - Completed 2020 Cranford Paving Status 2020 Various Roadway Improvements Makatom Dr., Morningside Pl., Indian Spring Rd. and Orchard St. Construction Plans 2022 Construction Plans 2022 Drainage Improvements Plans Retford Ave., Nomahegan Court, and Nomahegan Road Brookside Place Revised 6 Construction Plans-CDT065 - NJDOT FY2019 - Brookside Place Improvements CDT0078 Inflow and Infiltration Phase 2 Bid Opening May 4th CDT0081 NJDOT FY2022 Spruce Street Improvements (Brookside Place to West End Place Bid Opening May 18 th Click Here for Paving Program Slide Show Construction Plans for 2022 Capital Road Improvements CONSTRUCTION PLANS FOR NJDOT FY2021 - BURNSIDE AVENUE DRAINAGE IMPROVEMENTS Elm Street Area Drainage Improvement Project - Resident Letter and Zoom Meeting Information Elm Street Area Drainage Improvement Project Plans Elm Street Area Drainage Improvement Project Resident Letter and Zoom Meeting Information James Ave. Drainage Improvements Project Construction Plans KENSINGTON AVENUE AND EDGAR AVENUE DRAINAGE IMPROVEMENTS Makatom, Morningside, Indian Spring, and Orchard Drainage Improvement Project - Resident Letter and Zoom Meeting Information Phase 2B Plans REHABILITATION OF DIKE RIVERSIDE DRIVE Specifications For 2022 Capital Road Improvements 2017 Municipal Paving Program (Phase 1) - Final Punch List Items N. Union Avenue and Alden St. Intersection Improvements - Final Punch List Items. 2017 Municipal Paving Program (Phase 2) - Hawthorne St, Pine St, Riverside Dr (Riverside Dr to Orange Avenue) - Construction to begin 10/29/18. 2018 Municipal Paving Program - Construction underway. Click Here for Paving Program Slide Show Rahway River Flood Mitigation, Phase 2B - Project to be bid/awarded by October 2018. Rahway River Desilting and Dam Gate Replacements South Union Avenue (Section 3) Legal Notices Downtown Online Payments Redevelopment Storm Management TV 35 Livestream Cranford Township Municipal Building 8 Springfield Avenue Cranford, NJ 07016 Phone: 908-709-7200 | Fax: 908- 276-7664 | Email Municipal Building Hours: Mon - Fri 8:30 a.m. to 4:30 p.m. Home Site Map Accessibility Copyright Notices Privacy Policy /QuickLinks.aspx Government Websites by CivicPlus® Loading Loading Do Not Show Again Close Arrow Left Arrow Right [] Slideshow Left Arrow Slideshow Right Arrow
Document Text
--- Document: 2020 Cranford Paving Status ---
Page 1 of 1
TOWNSHIP OF CRANFORD
OFFICE OF ADMINISTRATION
JAMIE CRYAN, CPM, TOWNSHIP ADMINISTRATOR
8 SPRINGFIELD AVE. - CRANFORD, NJ 07016
PHONE: (908) 709-7205 ▪ FAX: (908) 276-4859
J-CRYAN@CRANFORDNJ.ORG
____________________________________________________
2020 Township of Cranford Paving
ROADWAY
LIMITS
STATUS
RIVERSIDE DRIVE
Springfield Ave To Dead End
Completed in 2020
CLAREMONT PLACE
Normandie Place To Riverside Dr
Completed in 2020
PACIFIC AVENUE
Dunham Ave To Orange Ave
Completed in 2020
MANOR AVENUE
Dunham Ave To Dead End
Completed in 2020
COLUMBIA AVENUE
Dunham Ave To Dead End
Completed in 2020
LOCUST DRIVE
Orange Ave To Dead End
Completed in 2020
CORNELL ROAD
Entire Length
Completed in 2020
DARTMOUTH ROAD
Entire Length
Completed in 2020
INTER. OF OSAGE AND MOHAWK DR
Completed in 2020
ORCHARD STREET
Dartmouth Rd To Brookside Pl
Under Design
MAKATOM DRIVE
Entire Length
Under Design
MORNINGSIDE PLACE
Entire Length
Under Design
INDIAN SPRING ROAD
Entire Length
Under Design
SOUTH UNION AVENUE
Lincoln Ave To Lexington Ave
To be completed Oct 2020
JAMES STREET
Hillcrest Ave To South Union Rd
Under Contract
ESTELLE PLACE
Spring Garden St To Orchard St
Completed in 2020
TULIP STREET
Willow St To Springfield Ave
Completed in 2020
WILLOW STREET
Lafayette Pl To West End Pl
Completed in 2020
RETFORD AVENUE
Lincoln Ave West To Lexington Ave
Out To Bid- Oct 2020 Award
LINDEN PLACE
Orange Ave To North Union Ave
Out To Bid- Oct 2020 Award
WEST END PLACE
Gallows Hill Rd To Spring Garden St
Completed in 2020
SPRING GARDEN STREET
West End Pl To Tulip St
Completed in 2020
BROOKSIDE CT
Brookside Pl to End of Rd
Completed in 2020
BROOKSIDE PL
Gallows Hill Rd to Willow St
Construction to Begin in October
BROOKSIDE PL
Municipal Border to Gallows Hill Rd
Completed in 2020
CEDAR ST
Cedar St to 4th
To be completed Oct 2020
BROWN TERR.
Brookside Pl to Dead End
Completed in 2020
HEMLOCK CIRCLE
Orange Ave to Orange Ave
Completed in 2020
POPLAR WAY
Hemlock Cir to Hemlock Cir
Completed in 2020
DAVIS STREET
End of Rd to Orange Ave
Completed in 2020
ORANGE AVENUE
Birchwood Dev. to Municipal Border
Completed in 2020
MANSION TERRACE
North Lehigh Ave To Lincoln Ave East
Under Design
BROAD STREET
North Lehigh Ave To Lincoln Ave East
Under Design
STRATFORD TERRACE
North Lehigh Ave To Lincoln Ave East
Under Design
LAWN TERRACE
North Lehigh Ave To Lincoln Ave East
Under Design
ELM STREET
Centennial Ave To Bluff Rd
Under Design
NORMANDIE PLACE
Claremont Ave to Riverside Drive
Completed in 2020
4th
Cul-de-sac to Municipal Border
To be completed Oct 2020
--- Document: 2020 Various Roadway Improvements Makatom Dr., Morningside Pl., Indian Spring Rd. and Orchard St. Construction Plans ---
PROJECT LOCATION
BY LANE
CORNELL ROAD
DARTMOUTH
ROAD
HARVARD
ROAD
BROWN TERRACE
GALLOWS HILL ROAD
TERRACE
PLACE
WAVERLY PL
ARNET PLA
HILLSIDE PL
B
SPRU
ROOKSIDE
BROOKSID
LA CORTE
MORNINGSIDE PLACE
INDIAN SPRING ROAD
MAKATOM DRIVE
ORCHARD STREET
BEECH STREET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT027\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION PLANS
FOR
2020 VARIOUS ROADWAY IMPROVEMENTS
MAKATOM DRIVE, MORNINGSIDE PLACE, INDIAN
SPRING ROAD, & ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
KEY MAP
INDEX OF SHEETS
SHT. No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 6
EXISTING CONDITIONS PLAN
7 - 10
DIMENSION PLAN
11 - 14
GRADING & DRAINAGE PLAN
15
SOIL EROSION & SEDIMENT CONTROL DETAILS
16 - 18
CONSTRUCTION DETAILS
19 - 22
NJDOT TRAFFIC CONTROL DETAILS
23 - 26
NJDOT ADA RAMP CONSTRUCTION DETAILS
N
S
E
W
NORTH
COVER
1
200
200
SCALE : 1" = 200'
0
UTILITIES/AUTHORITIES
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 7083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
SEWER SERVICES
TWP OF CRANFORD SEWER DEPARTMENT
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 W. MT PLEASANT AVENUE, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE, RAHWAY, NJ 07065
PHONE: (732) 388-0868
CONTACT: JOHN BUONOCORE
TOWNSHIP OF CRANFORD
KATHLEEN MILLER PRUNTY, MAYOR
BRIAN ANDREWS, DEPUTY MAYOR/COMMISSIONER
THOMAS H. HANNEN, JR., COMMISSIONER
JASON GAREIS, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERE TO SHALL GOVERN
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT027\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
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.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN
ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT
LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL
ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED
BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED
TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION
BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE
CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST
BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE
DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO
ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE
IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND
CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE
UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST
TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE
PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE,
AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS. PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR
OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN
ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY
INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH
PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR
LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED
IN THE FIELD BY THE ENGINEER.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN
ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE
SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY
A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO
ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
SURVEY NOTES:
1.
EXISTING FEATURES SHOWN ON THIS PLAN WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC
SURVEY FOR MAKATOM DRIVE AREA ROADWAY IMPROVEMENTS" DATED 7/8/2020, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER
CONSULTING.
2.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM RELATIVE
TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83. THE VERTICAL POSITION OF THE HEREON SURVEY IS BASED ON GPS OBSERVATIONS
TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM, ADJUSTED AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
3.
PROPERTY LINES ALONG THE PUBLIC RIGHT-OF-WAY WERE ESTABLISHED, ALL OTHER, PROPERTY LINES, AND EASEMENTS ARE APPROXIMATE AND
BASED UPON TAX MAPS.
4.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES
AND UTILITY MARK OUTS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES.
ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY
THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE
WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS
CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR
SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR
ALL MATERIALS TO USED FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT
CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS. THESE DESIGN DRAWINGS HAVE NOT BEEN DRAFTED OVER A SURVEY BASE
MAP.
8.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
9.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT
AREA OR MUNICIPAL OFFICIAL.
UTILITY NOTES:
1.
UNDERGROUND UTILITIES AND FEATURES WITHIN MAKATOM DRIVE, MORNINGSIDE PLACE, INDIAN SPRING ROAD, & ORCHARD STREET WERE MAPPED
USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR(GPR). OTHER BURIED UTILITIES MAY BE PRESENT BUT
WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY
INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED
FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS
GENERALLY PRESENT OVER THE TOP CENTER OF THE TARGET BUT MAY BE LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS
OF LOCAL INTERFERENCE. FEATURE MAY BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS, LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES
WITHIN THE DUCT BANK, THE ACTUAL HORIZONTAL AND VERTICAL DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA)
MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES;
THEREFORE IT IS POSSIBLE THAT SOME PLOTTED FEATURES MAY REPRESENT OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT
BE TRACED ENTIRELY WITHIN THE PROJECT LIMITS. THE UTILITY MAY CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE
GEOPHYSICAL
DATA
BEYOND THESE POINTS, IT COULD NOT BE MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH
INFORMATION, DEPTHS ARE NOT PROVIDED FOR UTILITIES LOCATED WITH RFLS, BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 6 FEET. UTILITIES BELOW THIS DEPTH WERE NOT
CONSISTENTLY DETECTED WITH GPR. THERE MAY BE OTHER UTILITIES PRESENT AT THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND
THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY
POSITION ARE MADE OUTSIDE OF THESE BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY
EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR
TO THE START OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND
PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE
PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND
DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
17.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED,
DURING THE PROGRESS OF WORK.
18.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL
DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN
THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND
OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF
CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE
CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC
DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL
POLICE DEPARTMENT, IF APPLICABLE. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE
CONSTRUCTION.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
HOT MIX ASPHALT PAVEMENT REPAIR
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH
REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL
AND PAVE OR HOT MIX ASPHALT PAVEMENT
REPAIR (AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6"
THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
TBR
H
Y
D
MAKATOM DRIVE
RNINGSIDE PLACE
1+00
2+00
3+00
4+00
5+00
4+00
4+45
6+00
7+00
8+00
9+00
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT027\Engineering\Site Plans\C-DEMO.dwg\C-3-EXIS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
3
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 5
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - SHEET 4
MATCHLINE - SHEET 4
MORNINGSIDE PLACE
MATCHLINE - SHEET 5
N
S
E
W
NORTH
H
Y
D
BEECH STREET
MAKATOM DRIVE
MAKATOM DRIVE
EET
ORCHARD STRE
ORCHARD STREET
10+00
11+00
12+00
13+00
13+74
1+00
6+00
6+99
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT027\Engineering\Site Plans\C-DEMO.dwg\C-4-EXIS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
4
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 3
MATCHLINE - SHEET 6
MATCHLINE - SHEET 6
ORCHARD STREET
MATCHLINE - SHEET 6
MATCHLINE - SHEET 6
MATCHLINE - SHEET 3
N
S
E
W
NORTH
MORNINGSIDE PLACE
INDIAN SPRING ROAD
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
INDIAN SPRING ROAD
6+00
7+00
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT027\Engineering\Site Plans\C-DEMO.dwg\C-5-EXIS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
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.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
5
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 3
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
MATCHLINE - SHEET 6
MATCHLINE - SHEET 6
MATCHLINE - THIS SHEET
MATCHLINE - SHEET 3
N
S
E
W
NORTH
H
Y
D
ORCHARD STREE
ORCHARD STREET
BROOKSIDE PLACE
INDIAN SPRING ROAD
1+00
2+00
3+00
4+00
5+00
8+00
9+00
ORCHARD STREET
ORCHARD STREET
DARTMOUTH DRIVE
2+00
3+00
4+00
4+42
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT027\Engineering\Site Plans\C-DEMO.dwg\C-6-EXIS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
6
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 5
MATCHLINE - SHEET 5
MATCHLINE - SHEET 4
MATCHLINE - SHEET 4
MATCHLINE - SHEET 4
MATCHLINE - SHEET 4
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
MAKATOM DRIVE
RNINGSIDE PLACE
1+00
2+00
3+00
4+00
5+00
R20'
R20'
MILL AND PAVE (TYP.)
GRANITE CURB (TYP.)
MILL AND PAVE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
STOP SIGN, R1-1
D
MANHOLE, 4'
DIAMETER (TYP.)
INLET, TYPE B (TYP.)
TOPSOILING, FERTILIZING AND SEEDING,
AND STRAW MULCHING (TYP.)
4+00
4+45
6+00
7+00
8+00
9+00
MILL AND PAVE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE CURB (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
D
D
MODIFY EXISTING LANDSCAPE
AREA AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
INLET, TYPE
D-1 (TYP.)
MANHOLE, 4' DIAMETER (TYP.)
DEPRESSED CURB (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
TAPER TOP OF CURB
ELEVATION DOWN TO
ROAD ELEVATION
TAPER TOP OF CURB
ELEVATION DOWN TO
ROAD ELEVATION
MILL AND PAVE
HOT MIX ASPHALT
PAVEMENT REPAIR
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
RESET PAVER WALKWAY
TOPSOILING, FERTILIZING AND
SEEDING, AND STRAW MULCHING
LEGEND
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT027\Engineering\Site Plans\C-LAYT.dwg\C-7-LAYOUT By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
7
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 3+50 - SHEET 9
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 9+50 - SHEET 8
MATCHLINE - STATION 9+50 - SHEET 8
MORNINGSIDE PLACE
MATCHLINE - STATION 3+50 - SHEET 9
N
S
E
W
NORTH
H
Y
D
BEECH STREET
MAKATOM DRIVE
MAKATOM DRIVE
EET
ORCHARD STRE
ORCHARD STREET
6+00
6+99
10+00
11+00
12+00
13+00
13+74
1+00
GRANITE CURB (TYP.)
MILL AND PAVE (TYP.)
S
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
LOM/LOP
LOM/LOP
12" W
4" Y
4" Y
4" Y
12" W
D
R25'
R25'
R25'
12'
12'
R25'
EXISTING STONES AND
BUSH TO BE RELOCATED
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
MODIFY EXISTING LANDSCAPE
AREA AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
RELOCATE EXISTING
STOP SIGN
RELOCATE EXISTING
STREET SIGN
RELOCATE EXISTING
STREET SIGN
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
RELOCATE EXISTING
STOP SIGN
MANHOLE, 4' DIAMETER (TYP.)
INLET, TYPE B (TYP.)
INLET, TYPE
D-1 (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
D
4' X 4' MANHOLE BOX
MILL AND PAVE
HOT MIX ASPHALT
PAVEMENT REPAIR
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
RESET PAVER WALKWAY
TOPSOILING, FERTILIZING AND
SEEDING, AND STRAW MULCHING
LEGEND
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT027\Engineering\Site Plans\C-LAYT.dwg\C-8-LAYOUT By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
8
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 9+50 - SHEET 7
MATCHLINE - STATION 9+50 - SHEET 7
MATCHLINE - STATION 5+50 - SHEET 10
MATCHLINE - STATION 5+50 - SHEET 10
ORCHARD STREET
MATCHLINE - SHEET 10
MATCHLINE - SHEET 10
N
S
E
W
NORTH
MORNINGSIDE PLACE
INDIAN SPRING ROAD
1+00
2+00
3+00
4+00
5+00
MILL AND PAVE (TYP.)
EXISTING RAILROAD
TIE TO BE REMOVED
GRANITE CURB (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TOPSOILING, FERTILIZING AND SEEDING,
AND STRAW MULCHING (TYP.)
1+00
2+00
3+00
ROAD ELEVATION
INDIAN SPRING ROAD
6+00
7+00
MILL AND PAVE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
EXISTING RAILROAD
TIE TO BE REMOVED
GRANITE CURB (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
DEPRESSED CURB (TYP.)
TOPSOILING, FERTILIZING AND SEEDING,
AND STRAW MULCHING (TYP.)
MILL AND PAVE
HOT MIX ASPHALT
PAVEMENT REPAIR
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
RESET PAVER WALKWAY
TOPSOILING, FERTILIZING AND
SEEDING, AND STRAW MULCHING
LEGEND
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT027\Engineering\Site Plans\C-LAYT.dwg\C-9-LAYOUT By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
9
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 3+50 - SHEET 7
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 7+50 - SHEET 10
MATCHLINE - STATION 7+50 - SHEET 10
MATCHLINE - STATION 3+50 - SHEET 7
N
S
E
W
NORTH
H
Y
D
ORCHARD STREE
ORCHARD STREET
BROOKSIDE PLACE
INDIAN SPRING ROAD
8+00
9+00
1+00
2+00
3+00
4+00
5+00
R20'
GRANITE CURB (TYP.)
YP.)
LOM/LOP
RESET PAVER
WALKWAY (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
EXISTING STUMP
TO BE REMOVED
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
D
D
RELOCATE EXISTING
STREET SIGN
RELOCATE EXISTING LANDSCAPE
AREA, COORDINATE WITH THE
OWNER AND ENGINEER
MANHOLE, 4'
DIAMETER (TYP.)
INLET, TYPE
D-1 (TYP.)
DEPRESSED CURB (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
IMPROVEMENTS BY OTHERS
UNDER SEPARATE
CONTRACT
IMPROVEMENTS BY OTHERS
UNDER SEPARATE
CONTRACT
ORCHARD STREET
ORCHARD STREET
DARTMOUTH DRIVE
2+00
3+00
4+00
4+42
MILL AND PAVE (TYP.)
ADA CURB RAMP, TYPE 5
ADA CURB RAMP, TYPE 5
CURB PIECE (NJDEP TYPE
'N' ECO) (TYP.)
BICYCLE SAFE GRATE (PHASE II
STORMWATER COMPLIANT GRATE) (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
LOM/LOP
6" W
6" W
12" W (TYP.)
FLUSH CURB
FLUSH CURB
12" W
4" Y
4" Y
STOP SIGN, R1-1
INLET FILTER (TYP.)
12'
EXISTING S
OCATE EXISTING
STOP SIGN
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
12'
MILL AND PAVE
HOT MIX ASPHALT
PAVEMENT REPAIR
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
RESET PAVER WALKWAY
TOPSOILING, FERTILIZING AND
SEEDING, AND STRAW MULCHING
LEGEND
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT027\Engineering\Site Plans\C-LAYT.dwg\C-10-LAYOUT By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
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.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
10
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 7+50 - SHEET 9
MATCHLINE - STATION 7+50 - SHEET 9
MATCHLINE - STATION 5+50 - SHEET 8
MATCHLINE - STATION 5+50 - SHEET 8
MATCHLINE - STATION 1+50 - SHEET 8
MATCHLINE - STATION 1+50 - SHEET 8
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
MAKATOM DRIVE
RNINGSIDE PLACE
1+00
2+00
3+00
4+00
5+00
D
4+00
4+45
'B' INLET S-9
GR: 81.43
INV.(OUT): 78.55 (P-6)
D
MH S-16
RIM: 81.65
INV.(IN): 78.25 (P-6)
INV.(OUT): 78.25 (P-7)
26 L.F. 15" PP @ 1.16%
(P-6)
219 L.F. 15" PP @ 1.33%
(P-7)
17 L.F. 15
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TC 82.36
BC 81.86
TC 81.50
BC 81.00
TC 82.53
BC 82.03
TC 82.38
BC 81.88
TC 82.66
BC 82.16
BOTTOM OF STORM PIPE: 78.12
TOP OF SANITARY: 75.51
TEST PIT OVER
EXISTING UTILITY LINE
6+00
7+00
8+00
9+00
D
D
'D-1' INLET S-10
GR: 78.67
INV.(OUT): 75.79 (P-11)
'D-1' INLET S-11
GR: 78.26
INV.(OUT): 75.38 (P-12)
'D-1' INLET S-12
GR: 76.56
INV.(OUT): 73.68 (P-13)
'D-1' INLET S-13
GR: 76.83
INV.(OUT): 73.95 (P-14)
D
MH S-17
RIM: 79.70
INV.(IN): 75.34 (P-7)
INV.(IN): 75.71 (P-11)
INV.(IN): 75.34 (P-12)
INV.(OUT): 75.34 (P-8)
D
MH S-18
RIM: 77.05
INV.(IN): 73.60 (P-8)
INV.(IN): 73.60 (P-13)
INV.(IN): 73.92 (P-14)
INV.(OUT): 73.60 (P-9)
196 L.F. 15" PP @
0.89% (P-8)
261 L.F. 15" PP @
0.64% (P-9)
17 L.F. 15" PP @ 0.50%
(P-11)
8 L.F. 15" PP @ 0.50%
(P-12)
17 L.F. 15" PP @ 0.50%
(P-13)
7 L.F. 15" PP @ 0.50%
(P-14)
G 77.60
G 76.45
G 76.31
TC 78.00
BC 77.87
TC 78.89
BC 77.76
TC 77.80
BC 77.67
TC 76.67
BC 76.54
RELOCATE EXISTING WATER
MAIN AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
RELOCATE EXISTING WATER
MAIN AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
BOTTOM OF STORM PIPE: 75.58
TOP OF SANITARY: 74.03
BOTTOM OF STORM PIPE: 73.47
TOP OF SANITARY: 73.16
TEST PIT OVER
EXISTING UTILITY LINE
TEST PIT OVER
EXISTING UTILITY LINE
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT027\Engineering\Site Plans\C-GRAD.dwg\C-11-GRADING By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
.
.
.
.
.
.
.
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.
.
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.
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.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
11
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 13
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 9+50 - SHEET 12
MATCHLINE - STATION 9+50 - SHEET 12
MATCHLINE - SHEET 13
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
H
Y
D
BEECH STREET
MAKATOM DRIVE
MAKATOM DRIVE
EET
ORCHARD STRE
ORCHARD STREET
6+00
6+99
10+00
11+00
12+00
13+00
13+74
1+00
D
D
MH BOX S-6
RIM: 74.77
INV.(IN): 72.39 (P-3)
INV.(IN): 72.39 (P-16)
INV.(OUT): 72.39 (P-17)
INV.(OUT): 72.39 (P-18)
252 L.F. 12" PP @
0.24% (P-3)
'D-1' INLET S-7
GR: 74.25
INV.(OUT): 72.45 (P-16)
'B' INLET S-8
GR: 74.09
INV.(IN): 72.32 (P-17)
INV.(IN): 72.32 (P-18)
INV.(OUT): 72.07 (EXIST. 15" RCP)
'D-1' INLET S-14
GR: 74.87
INV.(OUT): 71.99 (P-15)
DOGHOUSE 'B' INLET S-15
GR: 74.32
INV.(IN): 71.78 (P-10)
INV.(IN): 71.82 (EXIST. 15" RCP)
INV.(OUT): 71.78 (EXIST. 18" RCP)
D
MH S-19
RIM: 75.28
INV.(IN): 71.92 (P-9)
INV.(IN): 71.92 (P-15)
INV.(OUT): 71.92 (P-10)
44 L.F. 15" PP @ 0.32%
(P-10)
15 L.F. 15" PP @ 0.50%
(P-15)
G 74.95
G 75.16
G 74.78
TC 75.61
BC 75.11
G 75.09
TC 75.22
BC 75.09
RELOCATE EXISTING WATER MAIN AS REQUIRED
TO INSTALL PROPOSED IMPROVEMENTS
26 L.F. 12" RCP @
0.25% (P-16)
23 L.F. 12" DIP @
0.29% (P-17)
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TC 75.49
BC 75.16
TC 75.32
BC 74.99
TC 75.21
BC 74.71
TC 74.93
BC 74.43
TC 75.11
BC 74.61
TC 75.11
BC 74.61
TC 75.16
BC 74.66
TC 74.85
BC 74.35
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
BOTTOM OF STORM PIPE: 72.33
TOP OF SANITARY: 72.17
TEST PIT OVER
EXISTING UTILITY LINE
TEST PIT OVER
EXISTING UTILITY LINE
TEST PIT OVER
EXISTING UTILITY LINE
23 L.F. 12" DIP @
0.30% (P-18)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT027\Engineering\Site Plans\C-GRAD.dwg\C-12-GRADING By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
12
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 9+50 - SHEET 11
MATCHLINE - STATION 9+50 - SHEET 11
MATCHLINE - STATION 5+50 - SHEET 14
MATCHLINE - STATION 5+50 - SHEET 14
MATCHLINE - SHEET 14
MATCHLINE - SHEET 14
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
H
Y
D
MORNINGSIDE PLACE
INDIAN SPRING ROAD
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
INV.(OUT): 78.55 (P-6)
'D-1' INLET S-10
GR: 78.67
INV.(OUT): 75.79 (P-11)
'D-1' INLET S-12
GR: 76.56
INV.(OUT): 73.68 (P-13)
17 L.F. 15" PP @ 0.50%
(P-11)
G 77.60
TC 77.80
BC 77.67
TC 79.01
BC 78.51
RELOCATE EXISTING WATER
MAIN AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
RELOCA
MAIN A
PROPO
LIMIT OF
DISTURBANCE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
INSTALL 4" REVEAL CURB PIECE
ON PROPOSED INLET
TEST PIT OVER
EXISTING UTILITY LINE
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
8" C/O (TYP.)
8" HDPE PIPE (18" COVER
MINIMUM BELOW FINAL GRADE
WITHIN ROADWAY) (TYP.)
8" HDPE PIPE (18" COVER MINIMUM BELOW
FINAL GRADE WITHIN ROADWAY) (TYP.)
INDIAN SPRING ROAD
6+00
7+00
TC 77.96
BC 77.83
LIMIT OF
DISTURBANCE (TYP.)
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
CONNECT EXISTING ROOF
LEADER TO ROOF LEADER
CONNECTION WITH 4"
POP-UP EMITTER
ROOF LEADER
CONNECTION WITH
4" POP-UP EMITTER
FOR FUTURE
CONNECTION
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
8" HDPE PIPE (18" COVER
MINIMUM BELOW FINAL GRADE
WITHIN ROADWAY) (TYP.)
8" HDPE PIPE (18" COVER
MINIMUM BELOW FINAL GRADE
WITHIN ROADWAY) (TYP.)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT027\Engineering\Site Plans\C-GRAD.dwg\C-13-GRADING By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
13
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - SHEET 11
MATCHLINE - SHEET 11
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 5+50 - THIS SHEET
MATCHLINE - STATION 8+50 - SHEET 14
MATCHLINE - STATION 8+50 - SHEET 14
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
H
Y
D
ORCHARD STREE
ORCHARD STREET
BROOKSIDE PLACE
INDIAN SPRING ROAD
8+00
9+00
1+00
2+00
3+00
4+00
5+00
D
D
'D-1' INLET S-1
GR: 75.83
INV.(OUT): 73.32 (P-1)
'D-1' INLET S-2
GR: 75.80
INV.(IN): 73.68 (8" HDPE)
INV.(OUT): 73.29 (P-4)
'B' INLET S-3
GR: 75.69
INV.(IN): 73.08 (P-4)
INV.(IN): 73.47 (8" HDPE)
INV.(OUT): 73.08 (P-5)
D
MH S-4
RIM: 76.28
INV.(IN): 73.27 (P-1)
INV.(OUT): 73.27 (P-2)
D
MH S-5
RIM: 75.97
INV.(IN): 72.99 (P-2)
INV.(IN): 72.99 (P-5)
INV.(OUT): 72.99 (P-3)
12 L.F. 12" PP @ 0.42%
(P-1)
66 L.F. 12" PP @ 0.42%
(P-2)
252 L.F. 12" PP @
0.24% (P-3)
36 L.F. 12" PP @ 0.59%
(P-4)
15 L.F. 12" PP @ 0.59%
(P-5)
BC 76.03
BC 76.01
G 76.33
G 76.37
G 75.69
TC 75.78
BC 75.65
TC 75.57
BC 75.44
TC 76.19
BC 76.06
RELOCATE EXISTING WATER
MAIN AS REQUIRED TO INSTALL
PROPOSED IMPROVEMENTS
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TC 76.06
BC 75.56
TC 76.32
BC 75.82
TC 76.49
BC 75.99
TC 76.53
BC 76.03
BOTTOM OF STORM PIPE: 73.16
TOP OF SANITARY: 70.83
BOTTOM OF STORM PIPE: 72.97
TOP OF SANITARY: 71.62
BOTTOM OF STORM PIPE: 72.88
TOP OF SANITARY: 71.09
TEST PIT OVER
EXISTING UTILITY LINE
TEST PIT OVER
EXISTING UTILITY LINE
TEST PIT OVER
EXISTING UTILITY LINE
IMPROVEMENTS BY OTHERS
UNDER SEPARATE
CONTRACT
IMPROVEMENTS BY OTHERS
UNDER SEPARATE
CONTRACT
TC 76.65
BC 76.15
76
76
CONNECT EXISTING ROOF LEADER
TO ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER
ROOF LEADER CONNECTION
WITH 4" POP-UP EMITTER FOR
FUTURE CONNECTION
8" C/O (TYP.)
8" HDPE PIPE (18" COVER
MINIMUM BELOW FINAL GRADE
WITHIN ROADWAY) (TYP.)
8" HDPE PIPE (18" COVER
MINIMUM BELOW FINAL GRADE
WITHIN ROADWAY) (TYP.)
ORCHARD STREET
ORCHARD STREET
DARTMOUTH DRIVE
2+00
3+00
4+00
4+42
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TC 75.49
BC 75.16
TC 75.32
BC 74.99
TC 74.93
L CURB PIECE
POSED INLET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT027\Engineering\Site Plans\C-GRAD.dwg\C-14-GRADING By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
14
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 8+50 - SHEET 13
MATCHLINE - STATION 8+50 - SHEET 13
MATCHLINE - STATION 5+50 - SHEET 12
MATCHLINE - STATION 5+50 - SHEET 12
MATCHLINE - STATION 1+50 - SHEET 12
MATCHLINE - STATION 1+50 - SHEET 12
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT027\Engineering\Site Plans\C-DTLS.dwg\C-15-SESCD By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
15
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
3
11/01/18
MCNJ-SOIL-EROS-1100
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
2
09/01/17
MCNJ-SOIL-EROS-1500
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
4
05/01/17
MCNJ-SOIL-EROS-2500
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
20.
TOPSOIL STOCKPILE PROTECTION
20.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
20.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
20.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
20.f.
PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE.
21.
TEMPORARY STABILIZATION SPECIFICATIONS
21.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
21.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
21.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
22.
PERMANENT STABILIZATION SPECIFICATIONS
22.a.
APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)
22.b.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.c.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
22.d.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
22.e.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.f.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
NOTE: 72 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE IN WRITING, SHALL BE GIVEN
TO THE UNION COUNTY SOIL CONSERVATION DISTRICT AND A PRE-CONSTRUCTION
MEETING HELD.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
3 WEEKS
- INSTALL CURBING AND DRAINAGE IMPROVEMENTS
4 WEEKS
- PAVEMENT IMPROVEMENTS
3 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 12 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL EXCEPT TOPSOIL SHALL BE DISPOSED OF
OFF-SITE. NO EXCAVATED MATERIAL EXCEPT TOPSOIL SHALL BE
STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE = 10,671 SF OR 0.25 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11
THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, MULCH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE STANDARD FOR TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF
4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR MORE IN ACCORDANCE WITH
THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL
SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE
OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY
LIMESTONE IN ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR
MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE
LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS
PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION AND OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS
LUMPS OR OTHER UNSUITABLE MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED WITHIN THE DATES SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER.
EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A
DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED
TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED.
MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION
4 MULCHING BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT
INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS
TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL
BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR SALT HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90
POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF
APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR
LAWNS DUE TO THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER PLACEMENT USING PEG AND TWINE, MULCH
NETTING, MECHANICAL CRIMPER OR LIQUID MULCH BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING
MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER.
THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
05/01/17
MCNJ-SOIL-NOTE-1013
MOD: 07/07/20
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT027\Engineering\Site Plans\C-DTLS.dwg\C-16-DETAILS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
16
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
PER PLANS
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B"
CONCRETE
(SEE NOTE
#1)
GRANITE BLOCK CURB
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT
HAY, BURLAP OR OTHER METHOD ACCEPTABLE TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP
ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS
MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN
THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY
BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
4" DOUBLE YELLOW
STOP BAR LINE WITH "STOP" MARKING DETAIL
N.T.S.
CURB
25' (TYP.)
ROADWAY EXCAVATION
COMPACTED SUBGRADE
FULL DEPTH PAVEMENT REPAIR (IF & WHERE DIRECTED)
N.T.S.
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MAX. CROSS SLOPE 14" PER FOOT TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PERFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
3/4" CLEAN CRUSHED
STONE, 4" THICK
N.T.S.
SLOPE 2% MAX
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
4"
14"
6"
(TYP.)
8"
MIN.
18"
2" (TYP.)
DEPRESSED GRANITE BLOCK CURB AT DRIVEWAY
N.T.S.
DRIVEWAY OPENING VARIES
18" MAX
MAINTAIN FULL DEPTH (18")
AT DRIVEWAY
PAVEMENT SURFACE
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
4" OR 6"
AS REQ'D
BY
ENGINEER
5-1/2"
4" OR 6"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
48"
54"
4" OR 6"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 4" OR 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
SECTION
SANITARY SEWER MAIN AND LATERAL REPAIR
N.T.S.
PVC PIPE, SDR 26
10'
EXISTING PIPE
FLEXIBLE COUPLING WITH STAINLESS STEEL
SHEER RING AS MANUFACTURED BY
FERNCO, OR APPROVED EQUAL
PIPE BEDDING AS PER SANITARY SEWER
TRENCH DETAIL
GENERAL SANITARY SEWER MAIN TRENCH NOTES:
1.
BACKFILL SHALL BE TAMPED MECHANICALLY IN 6" MAXIMUM LIFTS TO 95% DENSITY TO 12" ABOVE THE PIPE; FROM 12" ABOVE PIPE TO PAVEMENT
OR GRADE LIFTS SHALL NOT EXCEED 18". ALL BACKFILL SHALL BE COMPACTED TO 95% DENSITY (UNPAVED AREAS) OR 98% DENSITY (PAVED
ROADS). AT A MINIMUM, THE CONTRACTOR SHALL UTILIZE A WALK BEHIND VIBRATORY COMPACTOR OR OTHER MECHANICAL MEANS TO
ACHIEVE THE REQUIRED COMPACTION DENSITY. THE USE OF "JUMPING JACK" COMPACTORS AS THE SOLE MEANS OF COMPACTION WILL NOT BE
ACCEPTED.
2.
ALL TRENCHES IN EXISTING PAVEMENT MUST BE SAWCUT.
3.
SELECT EXCAVATED MATERIAL SHALL CONSIST OF MATERIALS WHICH ARE FREE FROM VEGETATIVE MATTER SUCH AS ROOTS, MULCH, TOPSOIL,
ORGANIC MATTER AND CONTAINS NO STONES LARGER THAN 6 INCHES IN THEIR LARGEST DIMENSION. THE MATERIAL MUST BE COMPACTABLE
TO 98% DENSITY BENEATH ROADS AND 95% DENSITY BENEATH UNPAVED AREAS.
4.
WHERE NECESSARY, PARTICULARLY FOR SAFETY OR TO PREVENT DISTURBANCE, DAMAGE OR SETTLEMENT OF ADJACENT STRUCTURES, PIPELINES,
UTILITIES, IMPROVEMENTS OR PAVING, EXCAVATION SHALL BE ADEQUATELY SHEETED AND BRACED.
5.
SHEETING AND BRACING OF ALL EXCAVATION SHALL COMPLY WITH NEW JERSEY CONSTRUCTION AND SAFETY CODES AND THE FEDERAL
OCCUPATIONAL SAFETY AND HEALTH ACT.
6.
WHERE SHEETING IS USED, IT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY, SAID ENGINEER SHALL
PROVIDE THE CONTRACTOR WITH A SIGNED AND SEALED CERTIFICATE STATING THAT THE DESIGN OF THE SHEETING AND BRACING
CONFORMS TO ALL APPLICABLE REQUIREMENTS OF THE NEW JERSEY CONSTRUCTION SAFETY CODE AND THE OCCUPATIONAL HEALTH AND
SAFETY ACT. COPIES OF THIS CERTIFICATE SHALL BE SUBMITTED TO THE ENGINEER.
7.
THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS (29 CFR PART 1926). AS SUCH, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING A *COMPETENT PERSON* AS DEFINED IN THE OSHA STANDARDS AND AS REQUIRED BY THE STANDARDS. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SELECTION, DESIGN, INSTALLATION , AND IMPLEMENTATION OF ALL "PROTECTIVE
SYSTEMS" AS DEFINED IN THE OSHA STANDARDS. THE PIPELINE DESIGN BY THE OWNER OR THE ENGINEER DOES NOT INCLUDE THE DESIGN OF
"PROTECTIVE SYSTEMS" SINCE THE DESIGN OF THE "PROTECTIVE SYSTEMS" IS THE RESPONSIBILITY OF THE CONTRACTOR.
8.
THE CONTRACTOR MUST FOLLOW PROPOSED SHEETING PLANS SUBMITTED. NO DEVIATIONS MAY BE MADE FROM THE FILED PROCEDURE
WITHOUT FIRST SUBMITTING A REVISED SHEETING AND BRACING PLAN, SIGNED AND CERTIFIED AS REQUIRED FOR THE ORIGINAL SUBMISSION,
BY THE SAME LICENSED PROFESSIONAL ENGINEER WHO PREPARED THE ORIGINAL SUBMISSION.
9.
ANY DAMAGE TO NEW OR EXISTING STRUCTURES OCCURRING THROUGH SETTLEMENT, WATER OR EARTH PRESSURE OR OTHER CAUSES DUE TO
INADEQUATE BRACING OR THROUGH NEGLIGENCE OR FAULT OF THE CONTRACTOR IN ANY OTHER MANNER, SHALL BE REPAIRED BY THE
CONTRACTOR AT HIS OWN EXPENSE.
10.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION AND BACKFILL, REMOVAL OF EXISTING SANITARY SEWER
ABANDONED UTILITIES, PIPE BEDDING, CONCRETE ENCASEMENT, DEWATERING, ABANDONMENT OF EXISTING SEWER UTILITIES OR REMOVAL IF
REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, CURB, DRIVEWAY,
SIDEWALK, FENCE, LANDSCAPING, COUPLINGS, BYPASS PUMPING, SERVICE SADDLES, DETECTABLE WARNING TAPE OR TESTING. ALL COSTS TO BE
INCLUDED IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
BACKFILL:
DENSE GRADED AGGREGRATE
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO
PAVEMENT REPAIR DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
6" ABOVE PIPE CROWN
PIPE (REFER TO PLAN)
PVC SANITARY SEWER TRENCH DETAIL
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
N.T.S.
SANITARY SEWER NOTES
N.T.S.
HOT MIX ASPHALT MIX 19M64 BASE
COURSE, 4" THICK
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
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DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT027\Engineering\Site Plans\C-DTLS.dwg\C-17-DETAILS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
17
SECTION B-B
SECTION A-A
PLAN
4'-0"
VARIES
7"
2'-6"
VARIES
A
A
B
B
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND
SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA.
GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED
EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN # 2617 WITH 4" OR 6" TYPE N ECO
CURB PIECE, OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE
FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
6"
CURB
FRAME AND
GRATE
CURB
BRICK AND MORTAR
TO GRADE, 12"
MAXIMUM
6" OR 8" PRECAST
CONCRETE (SEE NOTE #5)
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
LADDER RUNGS
12" O.C.
FRAME & GRATE
6" (SEE NOTE # 5)
6" (SEE NOTE # 5)
8"
8"
INLET, TYPE D-1 DETAIL
N.T.S.
BRICK AND MORTAR
TO GRADE, 12"
MAXIMUM
MIN. TRENCH WIDTH
REFER TO CHART
NOTES:
1.
SELECT EXCAVATED MATERIAL SHALL CONSIST OF MATERIALS WHICH ARE FREE FROM VEGETATIVE MATTER SUCH AS ROOTS,
MULCH, TOPSOIL, ORGANIC MATTER AND CONTAINS NO STONES LARGER THAN 6 INCHES IN THEIR LARGEST DIMENSION.
THE MATERIAL MUST BE COMPACTABLE TO 98% DENSITY BENEATH ROADS AND 95% DENSITY BENEATH UNPAVED AREAS.
2.
NO ADDITIONAL PAYMENT SHALL BE MADE FOR EXCAVATIONS, BEDDING, BACKFILL, OR PAVEMENT RESTORATION OUTSIDE
OF THE RECOMMENDED MINIMUM TRENCH WIDTH.
DENSE GRADED
AGGREGATE
No. 57 STONE BEDDING
TO SPRING LINE
UNDISTURBED
EARTH OR
COMPACTED
SUBGRADE
6"
D
GRADE
HDPE, PP, RCP, OR DIP
N.T.S.
HDPE, PP, RCP, & DIP PIPE BEDDING DETAIL
VARIES SEE PLAN
TO PAVEMENT SECTION
PAVEMENT - REFER TO
PAVEMENT REPAIR DETAIL
MINIMUM TRENCH WIDTHS
PIPE
MIN. TRENCH WIDTH
12" PP
30"
SELECT EXCAVATED
MATERIAL
6" MIN.
INLET, TYPE D-1, FRAME AND GRATE
N.T.S.
PLAN
A
A
FLOW
FLOW
REINFORCING PER ASTM C-478 LATEST REVISION
SEAL WITH BUTYLE RUBBER (ASTM C-990)
POLYPROPYLENE RUNGS
ADJUST TO GRADE AS REQ'D USING GRADE RINGS
REINFORCING PER ASTM C-478 LATEST REVISION
CHANNEL: PRECAST
2" SHELF
5"
PER PLAN
5"
24" - 72"
24"
24"
OR
36"
FINISH GRADE
12" (TYP.)
SLOPE
NON-SKID SURFACE
A-LOK X-CEL CAST-IN FLEXIBLE PIPE
TO MANHOLE CONNECTOR, OR
APPROVED EQUAL
6" NO. 57 STONE BEDDING
3" MIN.
STORM MANHOLE
N.T.S.
1" CLR.
SECTION
6"
GENERAL MANHOLE NOTES:
1. MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
2. CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH PRECAST CONCRETE GRADE RINGS, AS REQUIRED, 12 INCHES MAXIMUM.
3. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478, "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS."
4. REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD CONDITIONS.
5. PROVIDE PRECAST MANHOLE SLAB IN LIEU OF STANDARD PRECAST TOP SECTION FOR MANHOLES HAVING 6'-9" DEPTH OR LESS.
2"
8"
23"
NOTES:
1. NEW MANHOLE CASTING TO BE PATTERN NO. 1202B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
LETTER AS REQUIRED
BY APPROVING
AGENCY
STANDARD MANHOLE FRAME AND COVER
N.T.S.
A
A
PLAN
SECTION A-A
25-3/8"
27-3/4"
31"
39"
STORM
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
PSX: DIRECT DRIVE WITH
CORRUGATED PIPE ADAPTER
(AS APPROPRIATE) AS
MANUFACTURED BY PRESS-SEAL
CORPORATION OR APPROVED
EQUAL
PIPE TO CONCRETE
STRUCTURE CONNECTOR
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL
MEET THE REQUIREMENTS OF ASTM C-923. THIS CONNECTION
IS TO BE USED IN ALL MANHOLES AND INLETS.
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL
BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF
2 INCHES PER FOOT.
2.
PROVIDE COPOLYMER PLASTIC STEEL REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 2618 OR
APPROVED EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN
DEPTH.
5.
INSTALL BUTYL RUBBER (ASTM C-990) BETWEEN RISER SECTIONS
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
NO. 57 CLEAN
STONE BEDDING
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
TYPE 'B' INLET
N.T.S.
4'-0"
SECTION A-A
8"
8"
VARIABLE
MANHOLE BOX (4' X 4')
N.T.S.
5'-0"
4'-0"
8"
6"
8"
7"
VARIABLE
5'-0"
SECTION B-B
STRUCTURE
FOUNDATION
TO BE EXTENDED
6" WHERE DEPTH
EXCEEDS 8' EXCEPT
IN ROCK
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & GRATED LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
6" NO. 57 STONE
BEDDING
6" NO. 57 STONE
BEDDING
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE
OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
INLETS SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL
REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1232A, SQUARE FLANGE FLARED TYPE FRAME OR
APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE FOOTING SHALL BE
EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
1-1/2"
5"
37-3/4"
36"
36"
51X53"
PLAN
No. 1232A
SQUARE MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1232A, OR APPROVED EQUAL
N.T.S.
15" PP
34"
12" RCP
32"
DOGHOUSE STRUCTURE
N.T.S.
NOTES:
1. SEE PRECAST STANDARD MANHOLE DETAIL FOR TYPICAL INSTALLATION.
2. PRECAST MANHOLE SECTION TO BE IN ACCORDANCE WITH ASTM DESIGNATION C-478.
FLOW
FLOW
FLOW
PLAN
ELEVATION
PROPOSED PIPE
EXISTING PIPE
PROPOSED
PIPE
#6 BARS @
12" O.C.
EACH WAY
EXISTING
PIPE
4'-0" (TYP.)
MH BASE WIDTH + 12" MIN.
3"
6"
MIN.
MIN. 6"
EMBEDMENT
MIN. 12"
NJDOT
CLASS B
CONCRETE
6" THICK NO. 57 STONE
ON UNDISTURBED SOIL
A
A
1 3
16"
14"
6"
15 7
16"
9 3
8"
3 3
8"
1 3
8"
COPOLYMER
POLYPROPYLENE
PLASTIC
1
2" GRADE 60 STEEL
REINFORCEMENT
SECTION A-A
LADDER RUNG
NOTE: LADDER RUNGS FACING
TRAFFIC 12" C TO C.
N.T.S.
NOTE: STEPS SHALL MEET OR EXCEED ASTM
C-478 AND OSHA STANDARDS
12" DIP
30"
FLOW
8" HDPE RISER
8" HDPE 90°
ELBOW
MATCH EXISTING
ROAD SLOPE
8" RISER DETAIL
N.T.S.
CLEANOUT COVER/FRAME
- SEE DETAIL
8" DROP IN LID
FINISHED GRADE
AS REQUIRED
(1.5' MIN)
ROOF LEADER CONNECTION WITH 4" POP-UP EMITTER DETAIL
N.T.S.
EXISTING ROOF LEADER OR
PIPE STUB WITH CAP
4" PVC 90° ELBOW
4" PVC TEE
EXISTING OR
PROPOSED CURB OR
EDGE OF PAVEMENT
4" POP-UP DRAINAGE EMITTER
AS MANUFACTURED BY NDS OR
APPROVED EQUAL
PROPOSED 8" X 4"
HDPE TEE
ADAPTER TO PROVIDE WATERTIGHT CONNECTION
BETWEEN THE 4" PVC TEE AND THE EXISTING ROOF
LEADER PIPE (AS REQUIRED)
HDPE TO PVC ADAPTER (AS REQUIRED)
4" PVC
4" PVC
8" HDPE
26"
NOTE: CONTRACTOR SHALL CONNECT EXISTING ROOF LEADERS TO PROPOSED POP-UP EMITTER AS
DEPICTED. WHERE DEPICTED ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL INSTALL POP UP
EMITTER WITH NO ROOF LEADER OR SUMP PUMP CONNECTION.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT027\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: PCOLCHIE
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
2020 VARIOUS
ROADWAY
IMPROVEMENTS
MAKATOM DRIVE,
MORNINGSIDE PLACE,
INDIAN SPRING ROAD, &
ORCHARD STREET
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
1/8/21
PPC
BKP
CDT027
26
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
18
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW
BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE
PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR
SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL
PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE
SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS
ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON
THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18
INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL
BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL
BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET
DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL
OF THE ENGINEER.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNTWS SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-159-1.2
CD-159-1.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-159-6.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
30" x 30"
COLORS:
LEGEND = WHITE (RETROREFLECTIVE)
BACKGROUND = RED (RETROREFLECTIVE)
R1-1 SIGN DETAIL
X
12/01/20
MCCM-SIGN-REGU-R1-11
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: 2022 Construction Plans ---
MOHAWK
DRIVE
ONEIDA
PLACE
CHEROKEE
ROAD
IROQUOIS
PLACE
HILLSIDE AVENUE
MENDELL AVENUE
COLLINS STREET
WALL STREET
STREET
STREET
YARMOUTH ROAD
SAMOSET
ROAD
RAMAPO ROAD
CAYUGA ROAD
CAYUGA
McCLELLAN STREET
GRANT STREET
ARTHUR STREET
HAYES STREET
MYRTLE STREET
PARK TERRACE
PARK STREET
CORPORATION
ROAD
RAMAPO ROAD
PROJECT LOCATION
(BASE BID)
CRANFORD TERRACE
ROSE
EDWARD PLACE
PHILLIPS
GARDEN PLACE
CENTENNIAL
AVENUE
(COUNTY ROUTE NO. 615)
MUNSEE DRIVE
CRANE PARKWAY
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0078\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
COVER
1
N
S
E
W
NORTH
CONSTRUCTION PLANS
FOR
INFLOW AND INFILTRATION 2022
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
KEY MAP
INDEX OF SHEETS
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 6
EXISTING CONDITIONS PLAN
7 - 14
DIMENSION PLAN
15
SOIL EROSION & SEDIMENT CONTROL DETAILS
16 - 18
CONSTRUCTION DETAILS
0
300
300
SCALE : 1" = 300'
KATHLEEN MILLER PRUNTY, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
GINA BLACK, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2019
WITH AMENDMENTS THERETO SHALL GOVERN
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0078\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "PARTIAL BOUNDARY AND TOPOGRAPHIC SURVEY FOR PORTION OF BLOCK 598, LOT 1, BLOCK 551, LOTS 10, 11 & 12,
BLOCK 544, LOT 1 - CRANFORD TERRACE; MUNSEE DRIVE; EDWARD PLACE; PHILLIPS STREET; GARDEN PLACE" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 04/25/22, LAST REVISED
08/03/22.
2.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD 1983 ADJUSTMENT.
3.
THE ELEVATIONS SHOWN HERON ARE RELATIVE TO N.A.V.D. 1988 ADJUSTMENT
GENERAL NOTES
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY
CONTRACT DOCUMENTS:
A.
N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B.
N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.
CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E.
CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F.
CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO USED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR
TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
UTILITY NOTES:
1.
UNDERGROUND UTILITIES WITHIN OFF-SITE STREETS AND FEATURES WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED UTILITIES MAY BE
PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT
GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS GENERALLY PRESENT OVER THE TOP CENTER OF THE TARGET BUT MAY BE
LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS OF LOCAL INTERFERENCE. FEATURE MAY BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS, LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES WITHIN THE DUCT BANK, THE ACTUAL HORIZONTAL AND VERTICAL
DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA) MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES; THEREFORE IT IS POSSIBLE THAT SOME PLOTTED FEATURES MAY REPRESENT
OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT BE TRACED ENTIRELY WITHIN THE PROJECT LIMITS. THE UTILITY MAY
CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE GEOPHYSICAL DATA BEYOND THESE POINTS, IT COULD NOT BE MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH INFORMATION, DEPTHS ARE NOT PROVIDED FOR UTILITIES LOCATED WITH RFLS,
BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 4 FEET. UTILITIES BELOW THIS DEPTH WERE NOT CONSISTENTLY DETECTED WITH GPR. THERE MAY BE OTHER UTILITIES PRESENT AT
THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY POSITION ARE MADE OUTSIDE OF THESE BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY
COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE
PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
17.
WATER VALVE BOXES GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
18.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT SHALL BE
MADE FOR THE RESETTING OF MISCELLANEOUS UTILITY EQUIPMENT, INCLUDING VALVE BOXES, CLEANOUTS, METERS, ETC. WITHIN SIDEWALK AND DRIVEWAY AREAS.
19.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
20.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING OPERATIONS AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT SCHEDULE OR COMMENCING PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE PAVEMENT
BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
HE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION
BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE
DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE
LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT
LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT
LEAST FORTY-EIGHT (48) HOURS IN ADVANCE CONSTRUCTION.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN
WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS AND METHODS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS
WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY,
UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO EQUIPMENT
OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS.
PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN ACCESS
PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO
PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO
THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
S
D
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH HMA REPAIR)
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH CONCRETE REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
SET MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
GENERAL NOTES &
QUANTITIES
2
H
Y
D
H
Y
D
D
WALL STREET
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
CRANE PARKWAY
(50' WIDE PER TAX MAP)
R A H W A Y R I V E R
R A H W A Y R I V E R
BP: 1+00.00
EP: 2+80.03
PC: 1+10.79
PC: 2+30.14
PT: 1+87.77
PT: 2+74.38
2+00
BP: 3+00.00
EP: 5+51.24
PC: 4+45.85
PT: 5+04.05
4+00
5+00
BP: 6+00.00
PC: 8+15.53
7+00
8+00
9+00
BP: 10+00.00
11+00
CRANE PARKWAY ALIGNMENT
STA. = 2+37.09
WALL STREET ALIGNMENT
STA. = 3+16.49
WALL STREET ALIGNMENT
STA. = 4+54.72
MUNSEE DRIVE ALIGNMENT
STA. = 6+15.16
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
N:659518.20
E:548666.94
N:659445.51
E:548829.80
N:659456.72
E:548786.67
N:659597.17
E:548855.42
N:659660.01
E:548932.31
N:659431.97
E:549057.13
S75° 27' 17.21"E
10.789
S66° 38' 01.44"E
42.375
S46° 21' 23.44"E
5.653
L=76.978, R=500.000
L=44.238, R=125.000
N31° 34' 29.17"E
145.852
N44° 54' 48.53"E
47.191
L=58.201, R=250.000
S54° 53' 22.36"E
215.533
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Engineering\Site Plans\C-DEMO.dwg\C-3-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
3
MATCHLINE - MUNSEE DRIVE STA. 7+50 - SHEET 4
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
EP: 9+38.14
PC: 8+15.53
PT: 9+30.74
8+00
9+00
BP: 10+00.00
11+00
12+00
13+00
14+00
BP: 24+00.00
EP: 26+82.13
25+00
26+00
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
CRANFORD TERRACE ALIGNMENT
STA. = 13+91.82
ROSE STREET ALIGNMENT
STA. = 24+64.03
N:659381.43
E:549111.21
N:659431.97
E:549057.13
N:659554.58
E:549488.11
N:659754.41
E:549288.95
S28° 29' 10.34"E
7.396
L=115.206, R=250.000
S44° 54' 10.56"E
282.131
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Engineering\Site Plans\C-DEMO.dwg\C-4-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING CONDITIONS PLAN
4
MATCHLINE - MUNSEE DRIVE STA. 7+50 - SHEET 3
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 5
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
PHILLIP
STREET
(40' WIDE PER
TAX MAP)
EDWARD
PLACE
15+00
16+00
17+00
18+00
19+00
20+00
BP: 27+00.00
BP: 30+00.00
CRANFORD TERRACE ALIGNMENT
STA. = 16+31.55
EDWARD PLACE ALIGNMENT
STA. = 27+14.95
CRANFORD TERRACE ALIGNMENT
STA. = 18+69.05
PHILLIP STREET ALIGNMENT
STA. = 30+49.14
N:660081.35
E:549636.89
N:659889.15
E:549493.08
N44° 59' 37.10"E
1392.700
H
Y
D
CENTENNIAL
AVENUE
(66' WIDE
PER TAX MAP)
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
GARDEN
PLACE
(40' WIDE PER TAX MAP)
23+93
21+00
22+00
23+00
BP: 34+00.00
CRANFORD TERRACE ALIGNMENT
STA. = 21+15.52
GARDEN PLACE ALIGNMENT
STA. = 34+15.28
N:660416.80
E:550041.88
N:660228.87
E:549832.11
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Engineering\Site Plans\C-DEMO.dwg\C-5-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
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.
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING CONDITIONS PLAN
5
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 4
MATCHLINE - CRANFORD TERRACE STA. 20+00 - THIS SHEET
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 6
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 6
MATCHLINE - CRANFORD TERRACE STA. 20+00 - THIS SHEET
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 6
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EDWARD PLACE
(40' WIDE PER TAX MAP)
EP: 29+88.48
28+00
29+00
N:659685.29
E:549697.19
S45° 02' 05.10"E
288.481
PHILLIP STREET
(40' WIDE PER TAX MAP)
EP: 33+74.67
31+00
32+00
33+00
N:659815.92
E:549901.33
S44° 53' 32.26"E
374.672
GARDEN PLACE
(40' WIDE PER TAX MAP)
EP: 37+93.99
35+00
36+00
37+00
N:659950.72
E:550111.15
S45° 05' 28.72"E
393.992
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Engineering\Site Plans\C-DEMO.dwg\C-6-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
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.
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.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING CONDITIONS PLAN
6
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 5
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 5
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 5
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
H
Y
D
D
WALL STREET
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
CRANE PARKWAY
(50' WIDE PER TAX MAP)
R A H W A Y R I V E R
R A H W A Y R I V E R
BP: 1+00.00
PC: 1+10.79
PT: 1+87.77
PC: 2+30.14
PT: 2+74.38
EP: 2+80.03
2+00
BP: 3+00.00
PC: 4+45.85
PT: 5+04.05
EP: 5+51.24
4+00
5+00
BP: 6+00.00
7+00
8+00
WALL STREET ALIGNMENT
STA. = 4+54.72
MUNSEE DRIVE ALIGNMENT
STA. = 6+15.16
DOGHOUSE DOUBLE 'E' INLET S-1
GR: 54.81
INV.(IN): 45.53 (P-1)
INV.(IN): 42.77 (E44)
INV.(IN): 43.55 (E52)
INV.(OUT): 42.65 (E44)
INV.(OUT): 43.35 (E52)
D
MH S-2
RIM: 55.29
INV.(IN): 46.89 (P-2)
INV.(OUT): 46.89 (P-1)
92 L.F. 18" HDPE @
1.48% (P-1)
D
MH S-3
RIM: 57.51
INV.(IN): 54.32 (P-3)
INV.(OUT): 49.14 (P-2)
150 L.F. 18" HDPE @
1.50% (P-2)
MH S-4
RIM: 66.13
INV.(IN): 59.07 (P-4)
INV.(OUT): 59.07 (P-3)
232 L.F. 18" HDPE @
2.05% (P-3)
CRANE PARKWAY ALIGNMENT
STA. = 2+37.09
WALL STREET ALIGNMENT
STA. = 3+16.49
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
EXCAVATE TEST PIT OVER EXISTING UTILITY
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY - TYP.)
EXCAVATE TEST PIT OVER EXISTING UTILITY
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
50+00
51+00
52+00
53+00
54+00
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
40
45
50
55
40
45
50
55
50+00
54.76
55.08
51+00
55.29
55.85
52+00
56.54
57.54
52+60
57.98
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
50
55
60
65
50
55
60
65
DOGHOUSE DOUBLE 'E' INLET (S-1)
GR: 54.81
INV IN: 45.53 P-1
INV IN: 42.84 E44
INV IN: 43.65 E52
INV OUT: 42.58 E44
INV OUT: 43.25 E52
92 L.F. 18" HDPE @ 1.48% (P-1)
MH (S-2)
RIM: 55.29
INV IN: 46.89 P-2
INV OUT: 46.89 P-1
150 L.F. 18" HDPE @ 1.50% (P-2)
MH (S-3)
RIM: 57.51
INV IN: 54.32 P-3
INV OUT: 49.14 P-2
36" RCP
INV: 42.71 (E44)
15" RCP
INV: 43.45 (E52)
52+60
57.98
53+00
60.07
62.23
54+00
64.03
54+25
64.77
232 L.F. 18" HDPE @ 2.05% (P-3)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-7-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
7
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - MUNSEE DRIVE STA. 8+00 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
55
60
65
70
55
60
65
70
54+25
64.77
65.47
55+00
66.02
66.35
56+00
66.58
66.80
57+00
67.10
67.40
58+00
67.61
68.18
59+00
68.87
59+12
69.06
363 L.F. 18" HDPE @ 1.25% (P-4)
232 L.F. 18" HDPE @ 2.05% (P-3)
257 L.F. 18" HDPE @ 1.36% (P-5)
219 L.F. 15" HDPE
@ 0.50% (P-8)
MH (S-5)
RIM: 68.08
INV IN: 64.91 P-5
INV IN: 63.86 P-8
INV OUT: 63.61 P-4
MH (S-4)
RIM: 66.13
INV IN: 59.07 P-4
INV OUT: 59.07 P-3
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
PC: 8+15.53
PT: 9+30.74
EP: 9+38.14
8+00
9+00
BP: 10+00.00
11+00
12+00
13+00
14+00
BP: 24+00.00
25+00
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
CRANFORD TERRACE ALIGNMENT
STA. = 13+91.82
ROSE STREET ALIGNMENT
STA. = 24+64.03
D
MH S-4
RIM: 66.13
INV.(IN): 59.07 (P-4)
INV.(OUT): 59.07 (P-3)
D
MH S-5
RIM: 68.08
INV.(IN): 64.91 (P-5)
INV.(IN): 63.86 (P-8)
INV.(OUT): 63.61 (P-4)
363 L.F. 18" HDPE @ 1.25% (P-4)
70+00
71+00
LIMIT OF
DISTURBANCE (TYP.)
LIMIT OF
EXCAVATE TEST PIT OVER EXISTING UTILITY
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY - TYP.)
EXCAVATE TEST PIT OVER
EXISTING UTILITY MAIN
(CONFIRM LOCATION IN
THE FIELD WITH THE
ENGINEER AND THE UTILITY
- TYP.)
- HOT MIX ASPHALT BASE COURSE, 6" THICK
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
INLET FILTER (TYP.)
54+00
55+00
56+00
57+00
58+00
59+00
PROFILE OF ROSE STREET STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
55
60
65
70
55
60
65
70
70+00
66.10
67.74
71+00
68.64
MH (S-5)
RIM: 68.08
INV IN: 64.91 P-5
INV IN: 63.86 P-8
INV OUT: 63.61 P-4
219 L.F. 15" HDPE @ 0.50% (P-8)
258 L.F. 18" HDPE
@ 1.35% (P-5)
363 L.F. 18" HDPE
@ 1.25% (P-4)
CONCRETE CRADLE
(REFER TO
CONSTRUCTION DETAIL)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-8-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
8
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
MATCHLINE - MUNSEE DRIVE STA. 8+00 - SHEET 7
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 9
MATCHLINE - ROSE STREET STA. 25+00 SHEET 14
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
75
63
65
70
75
59+12
69.06
69.68
60+00
70.47
71.30
61+00
72.02
72.71
62+00
73.36
73.98
63+00
74.53
74.89
64+00
75.21
64+12
75.28
MH (S-6)
RIM: 72.07
INV IN: 68.40 P-6
INV IN: 68.65 P-10
INV OUT: 68.40 P-5
235 L.F. 18" HDPE @ 0.93% (P-6)
MH (S-7)
RIM: 74.82
INV IN: 70.83 P-7
INV IN: 70.87 P-12
INV OUT: 70.58 P-6
258 L.F. 18" HDPE @ 1.35% (P-5)
242 L.F. 15" HDPE @ 0.50% (P-7)
255 L.F. 15" RCP
@ 0.35% (P-10)
329 L.F. 15" RCP
@ 0.50% (P-12)
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
PHILLIP
STREET
(40' WIDE PER
TAX MAP)
EDWARD
PLACE
INV.
M.E.
15+00
16+00
17+00
18+00
19+00
BP: 27+00.00
BP: 30+00.00
31 00
CRANFORD TERRACE ALIGNMENT
STA. = 16+31.55
EDWARD PLACE ALIGNMENT
STA. = 27+14.95
CRANFORD TERRACE ALIGNMENT
STA. = 18+69.05
PHILLIP STREET ALIGNMENT
STA. = 30+49.14
D
MH S-6
RIM: 72.07
INV.(IN): 68.40 (P-6)
INV.(IN): 68.65 (P-10)
INV.(OUT): 68.40 (P-5)
258 L.F. 18" HDPE @
1.35% (P-5)
235 L.F. 18" HDPE @
0.93% (P-6)
D
MH S-7
RIM: 74.82
INV.(IN): 70.83 (P-7)
INV.(IN): 70.87 (P-12)
INV.(OUT): 70.58 (P-6)
73+00
76+00
LIMIT OF
DISTURBANCE (TYP.)
EXCAVATE TEST PIT OVER
EXISTING UTILITY MAIN
(CONFIRM LOCATION IN THE
FIELD WITH THE ENGINEER
AND THE UTILITY - TYP.)
EXCAVATE TEST PIT OVER EXISTING UTILITY
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY - TYP.)
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
INV. M.E.
12 LF 8" SAN. DIP, CL.
52 @ EXISTING SLOPE
60+00
61+00
62+00
63+00
64+00
PROFILE OF EDWARD PLACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
73+00
71.51
73+50
72.48
255 L.F. 15" RCP @ 0.35% (P-10)
MH (S-6)
RIM: 72.07
INV IN: 68.40 P-6
INV IN: 68.65 P-10
INV OUT: 68.40 P-5
258 L.F. 18" HDPE
@ 1.35% (P-5)
235 L.F. 18" HDPE
@ 0.93% (P-6)
CONCRETE CRADLE (REFER
TO CONSTRUCTION DETAIL)
PROFILE OF PHILLIP STREET STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
76+00
74.00
75.07
77+00
75.99
MH (S-7)
RIM: 74.82
INV IN: 70.83 P-7
INV IN: 70.87 P-12
INV OUT: 70.58 P-6
329 L.F. 15" RCP @ 0.50% (P-12)
235 L.F. 18" HDPE
@ 0.93% (P-6)
242 L.F. 15" HDPE
@ 0.03% (P-7)
CONCRETE CRADLE (REFER TO
CONSTRUCTION DETAIL)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-9-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
9
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 8
MATCHLINE - CRANFORD TERRACE STA. 19+50 - SHEET 10
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 13
MATCHLINE - PHILLIP STREET
STA. 31+00 - SHEET 12
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
75
63
65
70
75
64+12
75.28
75.42
65+00
75.72
75.94
66+00
76.33
66+21
77.25
MH (S-8)
RIM: 76.08
INV IN: 72.04 P-14
INV OUT: 72.04 P-7
383 L.F. 15" HDPE @ 0.50% (P-14)
242 L.F. 15" HDPE @ 0.50% (P-7)
CONCRETE CRADLE
(REFER TO
CONSTRUCTION DETAIL)
H
Y
D
CENTENNIAL
AVENUE
(66' WIDE
PER TAX MAP)
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
GARDEN
PLACE
(40' WIDE PER TAX MAP)
23+93
20+00
21+00
22+00
23+00
BP: 34+00.00
CRANFORD TERRACE ALIGNMENT
STA. = 21+15.52
GARDEN PLACE ALIGNMENT
STA. = 34+15.28
D
MH S-8
RIM: 76.08
INV.(IN): 72.04 (P-14)
INV.(OUT): 72.04 (P-7)
242 L.F. 15" HDPE @
0.50% (P-7)
LIMIT OF
DISTURBANCE (TYP.)
EXCAVATE TEST PIT OVER EXISTING UTILITY
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY - TYP.)
PAVEM
- DENSE GRADED AGGERGAT
- HOT MIX ASPHAL
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
65+00
66+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-10-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
10
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - CRANFORD TERRACE STA. 19+50 - SHEET 9
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 11
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
PROFILE OF CRANFORD TERRACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
66
70
75
80
66
70
75
80
66+21
77.25
78.25
67+00
79.84
80.70
68+00
81.03
80.09
69+00
78.62
77.22
70+00
383 L.F. 15" HDPE @ 0.50% (P-14)
'E' INLET (S-15)
GR: 76.82
INV IN: 73.95 P-15
INV OUT: 73.95 P-14
'B' INLET (S-16)
GR: 76.33
INV OUT: 74.06 P-15
22 L.F. 15" RCP @
0.50% (P-15)
GARDEN PLACE
(40' WIDE PER TAX MAP)
EP: 37+93.99
35+00
36+00
37+00
'E' INLET S-15
GR: 76.82
INV.(IN): 73.95 (P-15)
INV.(OUT): 73.95 (P-14)
383 L.F. 15" HDPE @
0.50% (P-14)
22 L.F. 15" RCP @
0.50% (P-15)
'B' INLET S-16
GR: 76.33
INV.(IN): 74.68 (E49)
INV.(OUT): 74.06 (P-15)
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
EXISTING 10" ASBESTOS PIPE
(E48), 8" CLAY PIPE (E14) AND
INLETS TO BE REMOVED. IF
ANY EXISTING SUMP
PUMPS/ROOF LEADERS ARE
CONNECTED TO THE PIPES TO
BE REMOVED, THE
CONTRACTOR SHALL BE
RESPONSIBLE FOR
RECONNECTING EXISTING
SUMP PUMPS/ROOF LEADERS
TO THE PROPOSED
STORMWATER PIPE OR
PROPOSED INLETS. ALL
EFFORTS ASSOCIATED WITH
THIS SHALL BE INCLUDED IN
THE PAY ITEM "CONNECT
EXISTING ROOF LEADER TO
PROPOSED PIPE". ALL EXISTING
PENETRATIONS INTO THE
EXISTING SANITARY MANHOLE
SHALL BE SEALED TO ENSURE
THAT THE EXISTING MANHOLE
IS WATERTIGHT. REFER TO
THE SPECIFICATIONS FOR
DETAILED TESTING METHODS.
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
69+86
67+00
68+00
69+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-11-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
11
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 10
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL
SANITARY SEWER LATERALS ARE CONNECTED TO THE EXISTING SANITARY SEWER
SYSTEM AND THAT ANY ROOF DRAINS/SUMP PUMPS ARE CONNECTED TO THE
PROPOSED STORM SEWER SYSTEM. IN NO CASES SHALL SANITARY SEWER LATERALS
BE CONNECTED TO THE STORM SEWER SYSTEM AND IN NO CASES SHALL ROOF
DRAINS/SUMP PUMPS BE CONNECTED TO THE SANITARY SEWER SYSTEM.
PROFILE OF PHILLIP STREET STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
77+00
75.99
77.16
78+00
77.59
77.14
79+00
76.20
75.10
79+99.66
74.94
329 L.F. 15" RCP @ 0.50% (P-12)
'E' INLET (S-13)
GR: 74.81
INV IN: 72.51 P-13
INV OUT: 72.51 P-12
'E' INLET (S-14)
GR: 74.83
INV OUT: 72.63 P-13
24 L.F. 15" RCP @
0.50% (P-13)
PHILLIP STREET
(40' WIDE PER TAX MAP)
EP: 33+74.67
31+00
32+00
33+00
'E' INLET S-13
GR: 74.81
INV.(IN): 72.51 (P-13)
INV.(OUT): 72.51 (P-12)
'E' INLET S-14
GR: 74.83
INV.(IN): 73.03 (E47)
INV.(OUT): 72.63 (P-13)
329 L.F. 15" RCP @
0.50% (P-12)
24 L.F. 15" RCP @
0.50% (P-13)
80+00
77+00
78+00
79+00
LIMIT OF
DISTURBANCE (TYP.)
INLET
FILTER
(TYP.)
EXISTING 8" CLAY (E21 AND
E46), AND 1' DIA. INLETS TO BE
REMOVED. IF ANY EXISTING
SUMP PUMPS/ROOF LEADERS
ARE CONNECTED TO THE
PIPES TO BE REMOVED, THE
CONTRACTOR SHALL BE
RESPONSIBLE FOR
RECONNECTING EXISTING
SUMP PUMPS/ROOF LEADERS
TO THE PROPOSED
STORMWATER PIPE OR
PROPOSED INLETS. ALL
EFFORTS ASSOCIATED WITH
THIS SHALL BE INCLUDED IN
THE PAY ITEM "CONNECT
EXISTING ROOF LEADER TO
PROPOSED PIPE". ALL EXISTING
PENETRATIONS INTO THE
EXISTING SANITARY MANHOLE
SHALL BE SEALED TO ENSURE
THAT THE EXISTING MANHOLE
IS WATERTIGHT. REFER TO
THE SPECIFICATIONS FOR
DETAILED TESTING METHODS.
THE ENGINEER AND THE UTILITY - TYP.)
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-12-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
12
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 9
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL
SANITARY SEWER LATERALS ARE CONNECTED TO THE EXISTING SANITARY SEWER
SYSTEM AND THAT ANY ROOF DRAINS/SUMP PUMPS ARE CONNECTED TO THE
PROPOSED STORM SEWER SYSTEM. IN NO CASES SHALL SANITARY SEWER LATERALS
BE CONNECTED TO THE STORM SEWER SYSTEM AND IN NO CASES SHALL ROOF
DRAINS/SUMP PUMPS BE CONNECTED TO THE SANITARY SEWER SYSTEM.
PROFILE OF EDWARD PLACE STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
73+50
72.48
74+00
72.88
75+00
72.91
72.32
75+93.99
255 L.F. 15" RCP @ 0.35% (P-10)
'B' INLET (S-11)
GR: 72.14
INV IN: 69.54 P-11
INV OUT: 69.54 P-10
'E' INLET (S-12)
GR: 71.30
INV OUT: 69.63 P-11
26 L.F. 12" RCP @
0.35% (P-11)
EDWARD PLACE
(40' WIDE PER TAX MAP)
EP: 29+88.48
28+00
29+00
'E' INLET S-12
GR: 71.30
INV.(OUT): 69.63 (P-11)
255 L.F. 15" RCP @
0.35% (P-10)
26 L.F. 12" RCP @
0.35% (P-11)
75+94
74+00
75+00
'B' INLET S-11
GR: 72.14
INV.(IN): 69.54 (P-11)
INV.(OUT): 69.54 (P-10)
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
INSTALL PROPOSED PIPE
TOWARDS FRONT OF
PROPOSED INLET
EXISTING 6" PVC (E5 AND E6), AND INLETS TO BE
REMOVED. IF ANY EXISTING SUMP PUMPS/ROOF
LEADERS ARE CONNECTED TO THE PIPES TO BE
REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR RECONNECTING EXISTING SUMP PUMPS/ROOF
LEADERS TO THE PROPOSED STORMWATER PIPE OR
PROPOSED INLETS. ALL EFFORTS ASSOCIATED WITH
THIS SHALL BE INCLUDED IN THE PAY ITEM "CONNECT
EXISTING ROOF LEADER TO PROPOSED PIPE". ALL
EXISTING PENETRATIONS INTO THE EXISTING
SANITARY MANHOLE SHALL BE SEALED TO ENSURE
THAT THE EXISTING MANHOLE IS WATERTIGHT. REFER
TO THE SPECIFICATIONS FOR DETAILED TESTING
METHODS.
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
52 @ EXISTIN
CONTRACTOR TO
RE-GRADE EXISTING
CURBLINE TO ENSURE
POSITIVE PITCH TO THE
PROPOSED INLET
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-13-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
13
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 9
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL
SANITARY SEWER LATERALS ARE CONNECTED TO THE EXISTING SANITARY SEWER
SYSTEM AND THAT ANY ROOF DRAINS/SUMP PUMPS ARE CONNECTED TO THE
PROPOSED STORM SEWER SYSTEM. IN NO CASES SHALL SANITARY SEWER LATERALS
BE CONNECTED TO THE STORM SEWER SYSTEM AND IN NO CASES SHALL ROOF
DRAINS/SUMP PUMPS BE CONNECTED TO THE SANITARY SEWER SYSTEM.
PROFILE OF ROSE STREET STORM PIPE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
55
60
65
70
55
60
65
70
71+00
68.64
68.75
72+00
68.40
68.03
72+99.72
68.53
219 L.F. 15" HDPE @ 0.50% (P-8)
'B' INLET (S-9)
GR: 67.83
INV IN: 64.95 P-9
INV OUT: 64.95 P-8
'E' INLET (S-10)
GR: 68.23
INV OUT: 65.35 P-9
22 L.F. 15" HDPE
@ 1.86% (P-9)
ROSE STREET
(40' WIDE PER TAX MAP)
EP: 26+82.13
25+00
26+00
'E' INLET S-10
GR: 68.23
INV.(OUT): 65.35 (P-9)
'B' INLET S-9
GR: 67.83
INV.(IN): 64.95 (P-9)
INV.(OUT): 64.95 (P-8)
219 L.F. 15" HDPE @
0.50% (P-8)
22 L.F. 15" HDPE @
1.86% (P-9)
73+00
71+00
72+00
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING, AND STRAW
MULCHING (TYP.)
INSTALL PROPOSED PIPE
TOWARDS FRONT OF
PROPOSED INLET
EXISTING 6" CLAY (E29), 8" CLAY (E30) AND 'A'
INLETS TO BE REMOVED. IF ANY EXISTING SUMP
PUMPS/ROOF LEADERS ARE CONNECTED TO
THE PIPES TO BE REMOVED, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR RECONNECTING
EXISTING SUMP PUMPS/ROOF LEADERS TO THE
PROPOSED STORMWATER PIPE OR PROPOSED
INLETS. ALL EFFORTS ASSOCIATED WITH THIS
SHALL BE INCLUDED IN THE PAY ITEM
"CONNECT EXISTING ROOF LEADER TO
PROPOSED PIPE". ALL EXISTING PENETRATIONS
INTO THE EXISTING SANITARY MANHOLE SHALL
BE SEALED TO ENSURE THAT THE EXISTING
MANHOLE IS WATERTIGHT. REFER TO THE
SPECIFICATIONS FOR DETAILED TESTING
METHODS.
PAVEMENT RESTORATION (TYP.):
- DENSE GRADED AGGERGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Engineering\Site Plans\C-LAYT.dwg\C-14-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
14
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ROSE STREET STA. 25+00 SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
2.
THE CONTRACTOR SHALL EXCAVATE TEST PITS WHERE PROPOSED STORM
PIPE CROSSES EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ANY UTILITY RELOCATIONS AS REQUIRED TO INSTALL
THE PROPOSED IMPROVEMENTS.
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL
SANITARY SEWER LATERALS ARE CONNECTED TO THE EXISTING SANITARY SEWER
SYSTEM AND THAT ANY ROOF DRAINS/SUMP PUMPS ARE CONNECTED TO THE
PROPOSED STORM SEWER SYSTEM. IN NO CASES SHALL SANITARY SEWER LATERALS
BE CONNECTED TO THE STORM SEWER SYSTEM AND IN NO CASES SHALL ROOF
DRAINS/SUMP PUMPS BE CONNECTED TO THE SANITARY SEWER SYSTEM.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Engineering\Site Plans\C-DTLS.dwg\C-15-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
15
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
1
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
3
05/01/17
MCNJ-SOIL-EROS-2100
PROTECTED ROOT
ZONE (PRZ)
DBH @ 4.5'
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
3.
TILE AND GRAVEL WILL ALLOW AIR CIRCULATION TO ROOT ZONE UNDER A FILL.
(IN FEET)
ROOT PROTECTION DURING
CONSTRUCTION DETAIL
NOT TO SCALE
4
07/01/21
MCNJ-SOIL-EROS-2101
DBH @ 4.5'
PROTECTED ROOT
ZONE (PRZ)
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
(IN FEET)
TREE PROTECTION IN CUT
AREAS DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2102
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
2.
ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF OFF-SITE. ALL
TOPSOIL STOCKPILES SHALL BE REMOVED ON A DAILY BASIS.
TOPSOIL STOCKPILE DETAIL
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- SILT FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- INSTALL DRAINAGE
4 WEEKS
- INSTALL PAVEMENT
1 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 6 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF OFF-SITE. ALL TOPSOIL STOCKPILES
SHALL BE REMOVED ON A DAILY BASIS.
TOTAL PROJECT AREA OF DISTURBANCE = 9,765 SF OR 0.22 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT
BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11 THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION, MULCH ANCHORING AND MAINTENANCE. ALL
GRADING SHOULD BE DONE IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE STANDARD FOR
TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON
SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR
MORE IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH
AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE
LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500
POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE IN
ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS
THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE
SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE
LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE SHOULD BE SCARIFIED 6"
TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE
IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES. THE FINAL
HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE
UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION AND OTHER
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS OR OTHER UNSUITABLE
MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED WITHIN THE DATES
SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE
(CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED,
HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24
HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER
MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK, WITH AN AGITATION SYSTEM
AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE
PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE
APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT
OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS
TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS,
STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL
CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED
METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER
CONSERVATION ON SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR SALT HAY TO BE
APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT
THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE
AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO
THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER
PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER OR LIQUID MULCH
BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER
CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500
POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED
BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO
FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A
RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS.
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTETION
UNTIL SEEDING IS ESTABLISHED.
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION LAST REVISED
JANUARY 2014.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF NAY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED. TOP SOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK
WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF
5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
2
05/01/17
MCNJ-SOIL-EROS-2500
MOD: 05/16/22
NOT TO SCALE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Engineering\Site Plans\C-DTLS.dwg\C-16-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
16
6" HMA BASE COURSE 19M64 (2 LIFTS)
6" DENSE GRADED AGGREGATE
BASE COURSE
EDGES OF TRENCH TO BE SEALED
WITH AC-20 SEAL COAT
BACKFILL MATERIAL
UTILITY PIPE
PIPE BEDDING
EXISTING PAVEMENT
1.
PAVEMENT DETAIL REFLECTS FINAL RESTORATION. ALL COSTS ASSOCIATED
WITH THE FINAL PAVEMENT RESTORATION SHALL BE INCLUDED IN THE PAY
ITEMS FOR DGA AND HMA.
2.
IN PAVED ROADWAY AREAS, THE TRENCH SURFACE SHALL BE RESTORED
TO ALLOW FOR VEHICULAR TRAFFIC OVER THE TRENCH DURING
NON-WORK HOURS. ALL COSTS ASSOCIATED WITH TEMPORARY SURFACE
RESTORATION WILL NOT BE MEASURED FOR SEPARATE PAYMENT AND
SHALL BE INCLUDED IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
3.
ALL TRENCHES TO BE SAW-CUT.
4.
DISTURBED TRAFFIC STRIPING AND MARKINGS SHALL BE REPLACED WITH
THERMOPLASTIC OR LONG-LIFE EPOXY AS DIRECTED IN THE FIELD BY THE
ENGINEER, AS NECESSARY.
5.
THE ABOVE DEPICTED DETAIL IS APPLICABLE TO TEST PITS.
6.
TEMPORARY RESTORATION OF MUNICIPAL ROADS SHALL INCLUDE DGA TO
GRADE ON A DAILY BASIS AND FINAL PAVING ON A WEEKLY BASIS. THE
CONTRACTOR MAY INSTALL FINAL PAVING ON A DAILY BASIS AT NO
ADDITIONAL COST TO THE OWNER. NO ADDITIONAL PAYMENT SHALL BE
MADE FOR TEMPORARILY RESTORING TRENCHES WITH DGA AND SHALL BE
INCLUDED IN THE SY COST FOR HOT MIX ASPHALT PAVEMENT REPAIR.
NOTES:
PAVEMENT RESTORATION DETAIL
SAWCUT ALL PAVED TRENCHES
N.T.S.
TRENCH
WIDTH
9"
18"
8"
2' REPAIR
SEE PLAN
4"
6"
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH
PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FONT FACE AND TOP
OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR
THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. CURB SHALL ONLY BE INSTALLED ON AN IF/WHERE BASIS AS DIRECTED BY THE ENGINEER.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB
N.T.S.
NJDOT CLASS "B"
CONCRETE
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF
TERMINAL INLETS AND BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET
PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
PROVIDE COPOLYMER PLASTIC, STEEL
REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATE TO BE CAMPBELL
FOUNDRY PATTERN NO. 2618 OR APPROVED
EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED,
WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO
INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE
INCREASED 12" IN WIDTH AND 12" IN DEPTH.
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
TYPE 'B' INLET
N.T.S.
N.T.S.
STORM MANHOLE
REINFORCING
PER ASTM C-478
LATEST REVISION
SEAL WITH
BUTYLE RUBBER
(ASTM C-990)
POLYPROPYLENE RUNGS
ADJUST TO GRADE AS
REQ'D USING GRADE
RINGS
REINFORCING
PER ASTM C-478
LATEST
REVISION
CHANNEL: PRECAST
2" SHELF
5"
60" DIA.
5"
24" - 72"
24"
24"
OR
36"
12" (TYP.)
SLOPE
NON-SKID SURFACE
A-LOK X-CEL CAST-IN
FLEXIBLE PIPE TO
MANHOLE
CONNECTOR, OR
APPROVED EQUAL
6" NO. 57 STONE BEDDING
3" MIN.
1" CLR.
GENERAL MANHOLE NOTES:
1. MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
2. CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH PRECAST CONCRETE GRADE RINGS, AS REQUIRED,
12 INCHES MAXIMUM.
3. WHERE EXISTING PIPE IS TO BE CONNECTED TO NEW MANHOLE, 5 FEET OF NEW PIPE AND COUPLINGS SHALL BE
INCLUDED IN COST OF MANHOLE.
4. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478, "PRECAST REINFORCED CONCRETE MANHOLE
SECTIONS."
5. REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD CONDITIONS.
6. PROVIDE PRECAST MANHOLE SLAB IN LIEU OF STANDARD PRECAST TOP SECTION FOR MANHOLES HAVING 6'-9" DEPTH OR
LESS.
PROPOSED CONCRETE
CRADLE TO SUPPORT
CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT
EXCAVATED MATERIAL -
SEE PIPE BEDDING DETAIL
PROPOSED STORM
PIPE/UTILITY
18"
CONCRETE CRADLE
N.T.S.
FINISHED GRADE
PROPOSED STORM
PIPE/UTILITY
O.D. + 18" MIN
1/2 O.D.
SELECT EXCAVATED MATERIAL
TO PAVEMENT SECTION
NJDOT NO.
57 STONE
BEDDING TO
SPRINGLINE
1/4 O.D. OR 6" MIN.
D
N.T.S.
HDPE & RCP PIPE BEDDING
PIPE
6"
DENSE GRADED
AGGREGATE
NOTES:
1.
BACKFILL TO BE PLACED SO AS TO ENSURE SUFFICIENT COMPACTION
UNDER PIPE HAUNCHES.
2.
THE PIPE OR UTILITY TRENCH TO BE BACKFILLED IN ACCORDANCE
WITH THE SPECIFICATIONS FOR BACKFILLING. ENSURE THE WIDTH IS
36" MINIMUM OF THE OUTSIDE DIAMETER OF THE PIPE PLUS 18".
NOTE:
1.
CONTRACTOR SHALL USE A CONCRETE CRADLE IF THE VERTICAL
CLEARANCE BETWEEN THE PROPOSED STORM PIPE AND EXISTING
UTILITY IS LESS THAN 12".
ROOF LEADER/SUMP PUMP CONNECTION DETAIL
N.T.S.
EXISTING ROOF
LEADER/SUMP PUMP
4" PVC 90° ELBOW
4" PVC TEE
EXISTING OR
PROPOSED CURB
4" POP-UP DRAINAGE EMITTER
AS MANUFACTURED BY NDS OR
APPROVED EQUAL
PROPOSED 8" X 4"
HDPE TEE
ADAPTER TO PROVIDE WATERTIGHT CONNECTION
BETWEEN THE 4" PVC TEE AND THE EXISTING ROOF
LEADER/SUMP PUMP LEADER PIPE (AS REQUIRED)
HDPE TO PVC/RCP ADAPTER (AS REQUIRED)
4" PVC
4" PVC
NOTES:
1.
INSTALLATION SHALL BE AS PER THE UTILITY COMPANY, CRANFORD BUILDING DEPARTMENT,
CRANFORD DEPARTMENT OF PUBLIC WORKS AND ENGINEER REQUIREMENTS.
4 X O.D.
3"
2.5"
6"
GRADE
BACKFILL W/SUITABLE EXCAVATED MATERIAL OR
SELECT GRANULAR BACKFILL AS DIRECTED BY
ENGINEER. MECHANICALLY TAMPED IN 6" LAYERS
HAND PLACED BACKFILL SUITABLE
EXCAVATED MATERIAL, GRANULAR OR BANK
RUN SAND AS DIRECTED BY ENGINEER.
MECHANICALLY TAMPED IN 6" LAYERS
COMPACTED BANK RUN SAND & GRAVEL
OR CRUSHED STONE AS DEEMED
NECESSARY BY THE ENGINEER
VARIES
UTILITY PIPE OR CONDUIT
DETECTABLE
WARNING
TAPE
UTILITY SERVICE DETAILS
N.T.S.
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
4'-0"
SECTION A-A
6" (SEE NOTE # 5)
8"
VARIES
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED
TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60
STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN # 2618 OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE AND THE FOOTING
SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B"
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
3'-6"
6"
7"
VARIES
SECTION B-B
PLAN
2"
A
A
B
B
6"
FRAME AND GRATE
BRICK AND MORTAR TO GRADE,
12" MAXIMUM
6" OR 8" PRECAST CONCRETE
(SEE NOTE #5)
DEPTH OF CONCRETE INVERT TO BE 0.8
THE DIAMETER OF THE MAIN LINE
(SEE NOTE # 1)
6" NJDOT #57 CRUSHED STONE
BEDDING ON UNDISTURBED
EARTH
FRAME AND GRATE
LADDER
RUNGS
12" O.C.
6" (SEE NOTE # 5)
8"
TYPE 'E' INLET
N.T.S.
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS. BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH
1/2" DIA. GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT
INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN # 2618 OR APPROVED
EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE
AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-2O LOADING REQUIREMENTS.
PLAN
A
B
B
SECTION B-B
SECTION A-A
3"
VARIES
3'-6"
7"
VARIES
6" (SEE NOTE # 5)
8'-9"
6"
6"
2"
A
FRAME & GRATE
BRICK AND MORTAR TO
GRADE, 12" MAXIMUM
FRAME & GRATE
DEPTH OF CONCRETE
INVERT TO
BE 0.80 THE DIAMETER
OF THE MAIN LINE
(SEE NOTE # 1)
LADDER
RUNGS
12" O.C.
6" OR 8" PRECAST CONCRETE
(SEE NOTE #5)
INVERT
STEEL BEAM W 8 X 31
SHALL BE HOT DIP
GALVANIZED
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
STEEL BEAM
W8 X 31
6" (SEE NOTE # 5)
8"
8"
TYPE DOUBLE 'E' INLET
N.T.S.
PAVEMENT SECTION (REFER TO
PAVEMENT RESTORATION DETAIL)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Engineering\Site Plans\C-DTLS.dwg\C-17-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
17
DOGHOUSE INLET
N.T.S.
NOTES:
1. SEE PRECAST STANDARD INLET DETAIL FOR TYPICAL INSTALLATION.
2. PRECAST INLET SECTION TO BE IN ACCORDANCE WITH ASTM DESIGNATION C-478.
FLOW
FLOW
FLOW
PLAN
ELEVATION
PROPOSED PIPE
EXISTING PIPE
PROPOSED
PIPE
#6 BARS @
12" O.C.
EACH WAY
EXISTING
PIPE
8'-9" (TYP.)
MH BASE WIDTH + 12" MIN.
3"
6"
MIN.
MIN. 6"
EMBEDMENT
MIN. 12"
NJDOT
CLASS B
CONCRETE
6" THICK NO. 57 STONE
ON UNDISTURBED SOIL
PSX: DIRECT DRIVE WITH CORRUGATED PIPE
ADAPTER (AS APPROPRIATE) AS MANUFACTURED BY
PRESS-SEAL CORPORATION OR APPROVED EQUAL
PIPE TO CONCRETE STRUCTURE CONNECTOR
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL MEET THE REQUIREMENTS OF
ASTM C-923. THIS CONNECTION IS TO BE USED IN ALL MANHOLES AND INLETS.
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
FLOW
FLOW
EXISTING PIPE
BACKFILL:
CONTROLLED LOW STRENGTH MATERIAL
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO PAVEMENT
RESTORATION DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
(PIPE O.D.)/2
PIPE (REFER TO PLAN)
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
(DO NOT INCLUDE ON 16" STORM SEWER DIP)
DIP SANITARY SEWER TRENCH DETAIL
N.T.S.
NOTES:
1.
PIPE SHALL BE CERAMIC EPOXY, PROTECTO 401, OR APPROVED EQUAL DUCTILE
IRON PIPE (DIP), THICKNESS CLASS 52 WITH ASPHALTIC EXTERIOR COATING.
2.
ALL DIP PIPE SHALL BE POLYETHYLENE ENCASED, AS PER THE PROVISIONS OF
ANSI/AWWA C105/A21.5
GENERAL SANITARY SEWER MAIN TRENCH NOTES:
1.
ALL TRENCHES IN EXISTING PAVEMENT MUST BE SAWCUT.
2.
WHERE NECESSARY, PARTICULARLY FOR SAFETY OR TO PREVENT DISTURBANCE, DAMAGE OR SETTLEMENT OF ADJACENT
STRUCTURES, PIPELINES, UTILITIES, IMPROVEMENTS OR PAVING, EXCAVATION SHALL BE ADEQUATELY SHEETED AND
BRACED.
3.
SHEETING AND BRACING OF ALL EXCAVATION SHALL COMPLY WITH NEW JERSEY CONSTRUCTION AND SAFETY CODES
AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT.
4.
WHERE SHEETING IS USED, IT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY,
SAID ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A SIGNED AND SEALED CERTIFICATE STATING THAT THE
DESIGN OF THE SHEETING AND BRACING CONFORMS TO ALL APPLICABLE REQUIREMENTS OF THE NEW JERSEY
CONSTRUCTION SAFETY CODE AND THE OCCUPATIONAL HEALTH AND SAFETY ACT. COPIES OF THIS CERTIFICATE SHALL
BE SUBMITTED TO THE ENGINEER.
5.
THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS (29 CFR PART 1926). AS SUCH, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A *COMPETENT PERSON* AS DEFINED IN THE OSHA STANDARDS
AND AS REQUIRED BY THE STANDARDS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SELECTION, DESIGN,
INSTALLATION , AND IMPLEMENTATION OF ALL "PROTECTIVE SYSTEMS" AS DEFINED IN THE OSHA STANDARDS. THE
PIPELINE DESIGN BY THE OWNER OR THE ENGINEER DOES NOT INCLUDE THE DESIGN OF "PROTECTIVE SYSTEMS" SINCE
THE DESIGN OF THE "PROTECTIVE SYSTEMS" IS THE RESPONSIBILITY OF THE CONTRACTOR.
6.
THE CONTRACTOR MUST FOLLOW PROPOSED SHEETING PLANS SUBMITTED. NO DEVIATIONS MAY BE MADE FROM THE
FILED PROCEDURE WITHOUT FIRST SUBMITTING A REVISED SHEETING AND BRACING PLAN, SIGNED AND CERTIFIED AS
REQUIRED FOR THE ORIGINAL SUBMISSION, BY THE SAME LICENSED PROFESSIONAL ENGINEER WHO PREPARED THE
ORIGINAL SUBMISSION.
7.
ANY DAMAGE TO NEW OR EXISTING STRUCTURES OCCURRING THROUGH SETTLEMENT, WATER OR EARTH PRESSURE OR
OTHER CAUSES DUE TO INADEQUATE BRACING OR THROUGH NEGLIGENCE OR FAULT OF THE CONTRACTOR IN ANY
OTHER MANNER, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
8.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION AND BACKFILL, REMOVAL OF EXISTING
SANITARY SEWER ABANDONED UTILITIES, PIPE BEDDING, CONCRETE ENCASEMENT, DEWATERING, ABANDONMENT OF
EXISTING SEWER UTILITIES OR REMOVAL IF REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION
INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, CURB, DRIVEWAY, SIDEWALK, FENCE, LANDSCAPING, COUPLINGS,
BYPASS PUMPING, SERVICE SADDLES, DETECTABLE WARNING TAPE OR TESTING. ALL COSTS TO BE INCLUDED IN THE
VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
SANITARY SEWER NOTES
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 2" THICK
N.T.S.
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
NOTES:
1. ALL COSTS ASSOCIATED WITH RECONNECTING EXISTING SANITARY
SEWER LATERALS SHALL BE COVERED IN THE PAY ITEM "RECONNECT
SANITARY SEWER LATERAL WITH NEW PIPE". THIS INCLUDES BUT IS NOT
LIMITED TO TRENCHING, BEDDING, CUTTING OF PIPE, INSTALLING NEW
PIPE, FLEXIBLE COUPLINGS, LANDSCAPE RESTORATION, INSTALLING PIPE
BENDS / FITTINGS AS NECESSARY AND PAVEMENT RESTORATION.
FLEXIBLE COUPLING WITH
STAINLESS STEEL SHEER RING
EXISTING SANITARY
SEWER MAIN
EXISTING LATERAL
FLOW
RECONNECT SANITARY SEWER LATERAL
WITH NEW PIPE DETAIL
N.T.S.
45° WYE, MATCH EXISTING
LATERAL SIZE
EXISTING CURB (TYP.)
REPLACE EXISTING LATERAL TO 5' BEYOND
BACK OF CURB OR TO EXISTING CLEANOUT IF
LOCATED LESS THAN 5' FROM BACK OF CURB
SECTION
PROPOSED MANHOLE - CONNECTION TO EXISTING PIPE
N.T.S.
8" DIP PIPE, CL. 52
EXISTING MANHOLE
12'
EXISTING PIPE
FLEXIBLE COUPLING WITH STAINLESS STEEL
SHEER RING AS MANUFACTURED BY
FERNCO, OR APPROVED EQUAL
NOTE:
1.
CONTRACTOR SHALL CONFIRM EXISTING PIPE DIAMETER PRIOR TO ORDERING STRUCTURE
AND PIPE STUB.
PIPE BEDDING AS PER SANITARY SEWER
TRENCH DETAIL
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION 2022
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
06/24/22
BAK
BKP
CDT0078
18
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.
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.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
18
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW
BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE
PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR
SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL
PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE
SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS
ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON
THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18
INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL
BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL
BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL
DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT SUBJECT TO
CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR
EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER
FINAL GRADING. MULCH WILL BE USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF
IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE
NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT TO
EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE,
ACCORDING TO THE NJ STATE STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE
INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
NOT IN PROJECT.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE
OF ANY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE
ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE
VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY
ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL
OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE THE
PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH
FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN
SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE
SYSTEM BECOMING OPERATIONAL.
13.
NOT IN PROJECT.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF COMPLIANCE.
CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF CONSTRUCTION
PROJECT.
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS THAT
ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT.
18.
NOT IN PROJECT.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC
CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU
STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL
OF THE ENGINEER.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNT SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-159-1.2
CD-159-1.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-159-6.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
--- Document: 2022 Drainage Improvements Plans Retford Ave., Nomahegan Court, and Nomahegan Road ---
WALNUT AVENUE
WOODLAWN AVENUE
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
CHERRY STREET
WASHINGTON PLACE
GH STREET
LINCOLN AVENUE WEST
PROJECT LOCATION
SPRIN
KENILWORTH
(COUNTY ROUTE NO. 509)
BOULEVARD
COUNTY
PARK
DRIVE
NOMAHEGAN
COURT
NOMAHEGAN COURT
NOMAHEGAN ROAD
SHAWNEE ROAD
ECA ROAD
CHIPPEWA
PROJECT LOCATION
NOMAHEGAN COURT
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0083\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
200
200
SCALE : 1" = 200'
0
N
S
E
W
NORTH
COVER
1
CONSTRUCTION PLANS
FOR
2022 VARIOUS DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
KEY MAP
INDEX OF SHEETS
SHEET. No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3-4
EXISTING CONDITIONS PLAN - RETFORD AVENUE
5-6
EXISTING CONDITIONS PLAN - NOMAHEGAN ROAD & NOMAHEGAN COURT
7-9
DIMENSION PLAN - RETFORD AVENUE
10-14
CROSS SECTIONS - RETFORD AVENUE
15-16
DIMENSION PLAN - NOMAHEGAN ROAD & NOMAHEGAN COURT
17-18
GUTTERLINE PROFILES - NOMAHEGAN ROAD
19-22
CROSS SECTIONS - NOMAHEGAN ROAD
23-24
FULL DEPTH RECONSTRUCTION MAP - NOMAHEGAN ROAD
25
SOIL EROSION & SEDIMENT CONTROL DETAILS
26-29
CONSTRUCTION DETAILS
30-33
NJDOT TRAFFIC CONTROL DETAILS
34-37
NJDOT CONSTRUCTION DETAILS
KEY MAP #1 - RETFORD AVENUE
KEY MAP #2 - NOMAHEGAN ROAD &
NOMAHEGAN COURT
200
200
SCALE : 1" = 200'
0
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
TOWNSHIP OF CRANFORD
KATHLEEN MILLER PRUNTY, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
GINA BLACK, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
UTILITIES/AUTHORITIES
N
S
E
W
NORTH
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0083\Engineering\Site Plans\C-CVER.dwg\C-2-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES
& QUANTITIES
2
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
FULL DEPTH CONCRETE PAVEMENT REPAIR,
HMA
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RECONSTRUCT INLET, TYPE B,
USING EXISTING CASTING
RESET GAS VALVE
RESET WATER VALVE
ADA RAMP SECTION
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
TBR
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON RETFORD AVENUE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR RETFORD AVENUE" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY
COLLIERS ENGINEERING & DESIGN, DATED 06/24/2022.
2.
ALL EXISTING FEATURES DEPICTED ON NOMAHEGAN ROAD AND NOMAHEGAN COURT ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR NOMAHEGAN ROAD" FOR THE TOWNSHIP
OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 06/24/2022, LAST REVISED 09/27/2022.
3.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD 1983 ADJUSTMENT.
4.
THE ELEVATIONS SHOWN HERON ARE RELATIVE TO N.A.V.D. 1988 ADJUSTMENT
5.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS
SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES, ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER
UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR
SUPPLEMENTED BY CONTRACT DOCUMENTS:
A.
N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B.
N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C.
“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.
CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E.
CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F.
CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS
PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
UTILITY NOTES:
1.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
2.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
3.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
4.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL
UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO
SEPARATE PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
5.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
6.
WATER VALVE BOXES GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
7.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT SHALL
BE MADE FOR THE RESETTING OF MISCELLANEOUS UTILITY EQUIPMENT, INCLUDING VALVE BOXES, CLEANOUTS, METERS, ETC. WITHIN SIDEWALK AND DRIVEWAY AREAS.
8.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
9.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING OPERATIONS AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT SCHEDULE OR COMMENCE PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE
PAVEMENT BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO
MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL
POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY
THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT AT LEAST
ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT. TEMPORARY NO PARKING SIGNS MUST BE POSTED
AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED
AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL
BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS AND METHODS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL
LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH
DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO
EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE
ACCESS. PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING
WOODEN ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX
ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST
TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
QUANTITIES:
H
Y
D
LINCOLN AVENUE
(50' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
N36° 53' 07.77"E
1182.13
N: 662084.87
E: 545551.41
H
Y
D
RETFORD AVENUE
(60' WIDE PER TAX MAP)
GROVE STREET
(66' WIDE PER TAX MAP)
6+00
7+00
8+00
9+00
10+00
N36° 53' 07.77"E
1182.13
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-3-DEMO-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- RETFORD AVENUE
3
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 10+50 - SHEET 4
CHERRY STREET
(50' WIDE PER TAX MAP)
CHESTNUT STREET
(66' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
11+00
12+00
12+82
N36° 53' 07.77"E
1182.13
N: 663030.38
E: 546260.95
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-4-DEMO-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING CONDITIONS PLAN
- RETFORD AVENUE
4
MATCHLINE - STA. 10+50 - SHEET 3
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
PC: 2+60.28
PT: 2+93.34
PC: 5+39.42
N: 670255.97
E: 542128.10
L=
33
.
0
6
,
R=2
50.
0
0
S80° 48' 54.47"E
160.28
S88° 23' 29.50"E
246.08
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-5-DEMO-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- NOMAHEGAN ROAD
& NOMAHEGAN COURT
5
MATCHLINE - STA. 5+50 - SHEET 6
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
PT: 5+93.73
PC: 8+37.33
PT: 11+21.73
N: 670061.65
E: 543065.79
L=54.31, R=360.00
L=2
8
4.
40
, R
=18
0
.
0
0
N82° 57' 52.66"E
243.60
S06° 30' 23.57"E
33.09
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-6-DEMO-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- NOMAHEGAN ROAD &
NOMAHEGAN COURT
6
MATCHLINE - STA. 5+50 - SHEET 5
H
Y
D
LINCOLN AVENUE
(50' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
4+00
MEET EXISTING
MEET EXISTING
MEET EXISTING
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
FULL HEIGHT CURB,
4" CURB REVEAL (TYP.)
GRANITE BLOCK
CURB (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
DEPRESSED CURB, 2"
CURB REVEAL (TYP.)
LIMIT OF DISTURBANCE (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
CAUTION FENCE (TYP.)
'B' INLET S-1
GR: 65.35
INV.(OUT): 63.22 (P-1)
'B' INLET S-2
GR: 64.93
INV.(IN): 62.77 (P-1)
INV.(OUT): 62.77 (P-2)
190 L.F. 12" RCP @
0.24% (P-1)
36' (TYP.)
INLET FILTER (TYP.)
PAVEMENT RESTORATION (TYP.):
-
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
-
HOT MIX ASPHALT BASE COURSE, 6" THICK
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
24" W (TYP.)
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.67%
0.20%
0.17%
0.28%
GBS: 1+21.60
GBE: 66.01
GBS: 3+60.81
GBE: 65.19
GBS: 4+68.63
GBE: 64.98
1+00
66.70
65.84
65.83
2+00
65.63
65.64
65.50
65.50
3+00
65.38
65.36
65.23
65.22
4+00
65.13
65.11
64.98
65.01
5+00
64.94
64.92
5+24.79
64.93
64.88
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 1+21.60
GBS: 1+62.12
GBE: 65.74
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
1.05%
0.11%
0.49%
0.36%
0.31%
GBS: 1+00.00
GBE: 66.23
GBS: 2+50.28
GBE: 65.50
GBS: 3+96.30
GBE: 65.05
1+00
66.23
66.23
65.87
65.89
2+00
65.73
65.68
65.51
65.50
3+00
65.39
65.35
65.20
65.19
4+00
65.05
65.04
65.06
64.99
5+00
64.98
64.93
5+00.5
64.97
64.93
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 1+00.00
GBS: 1+69.38
GBE: 65.79
GBS: 1+16.91
GBE: 66.05
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-7-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
7
MATCHLINE - STA. 5+50 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
H
Y
D
RETFORD AVENUE
(60' WIDE PER TAX MAP)
GROVE STREET
(66' WIDE PER TAX MAP)
6+00
7+00
8+00
9+00
10+00
6+00
7+00
8+00
9+00
10+00
5+00
6+00
7+00
8+00
9+00
10+00
MATCH EXISTING
CURB HEIGHT
MEET EXISTING
DETECTABLE WARNING
SURFACE (TYP.)
CAUTION FENCE (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
RESET PAVER SIDEWALK (TYP.)
DEPRESSED CURB, 2"
CURB REVEAL (TYP.)
FULL HEIGHT CURB,
4" CURB REVEAL (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MEET EXISTING
MEET EXISTING
'B' INLET S-3
GR: 64.53
INV.(IN): 62.38 (P-2)
INV.(OUT): 62.38 (P-3)
'B' INLET S-4
GR: 64.15
INV.(IN): 61.87 (P-3)
INV.(OUT): 61.87 (P-4)
193 L.F. 12" RCP @
0.20% (P-2)
219 L.F. 12" RCP @
0.23% (P-3)
193 L.F. 12" RCP @
0.10% (P-4)
BC 63.62
BC 63.69
TC 63.69
G 63.74
G 63.77
G 63.80
G 63.68
G 63.66
TC 63.62
G 63.89
G 63.86
G 63.91
G 63.88
BC 63.55
TC 63.61
BC 63.61
TC 63.55
36' (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
INLET FILTER (TYP.)
PAVEMENT RESTORATION (TYP.):
-
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
-
HOT MIX ASPHALT BASE COURSE, 6" THICK
TEST PIT OVER EXISTING UTILITY
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
6" W (TYP.)
BOTTOM OF STORM PIPE (P-3): 61.73
TOP OF SANITARY SEWER PIPE (E3): 59.75
G 63.83
MEET EXISTING
G 63.93
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.22%
0.15%
GBS: 7+61.33
GBE: 64.37
5+24.79
64.93
64.88
64.94
64.84
6+00
64.76
64.73
64.64
64.62
7+00
64.48
64.50
64.49
64.39
8+00
64.23
64.31
64.14
64.24
9+00
64.08
64.16
64.00
64.09
10+00
64.03
64.02
10+24.79
63.99
63.98
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 5+59.04
GBE: 64.82
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
9+02.90
64.01
64.01
63.79
63.93
10+00
63.89
63.84
10+00.51
63.88
63.84
PROPOSED GUTTERLINE
PROFILE (TYP.)
MEET EXISTING
STA 9+02.90
0.18%
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.37%
0.26%
GBS: 5+12.56
GBE: 64.92
GBS: 6+48.08
GBE: 64.41
GBS: 8+18.29
GBE: 63.97
5+00.51
64.97
64.93
64.86
64.78
6+00
64.70
64.59
64.41
64.41
7+00
64.35
64.28
64.23
64.15
8+00
64.07
64.01
8+18.29
63.97
63.97
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 8+18.29
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-8-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
8
MATCHLINE - STA. 10+50 - SHEET 9
MATCHLINE - STA. 5+50 - SHEET 7
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CHERRY STREET
(50' WIDE PER TAX MAP)
CHESTNUT STREET
(66' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
11+00
12+00
12+82
11+27
11+00
11+23
11+00
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
MEET EXISTING
MEET EXISTING
'B' INLET S-5
GR: 63.87
INV.(IN): 61.67 (P-4)
INV.(OUT): 61.67 (P-5)
3' X 3' MH BOX
RIM: 64.29
INV.(IN): 61.61 (P-5)
INV.(OUT): 61.61 (P-6)
43 L.F. 12" RCP @
0.14% (P-5)
19 L.F. 12" RCP @
0.16% (P-6)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
BC 63.57
TC 63.57
BC 63.53
TC 63.53
G 63.96
G 63.90
G 64.02
G 63.96
ADA CURB
RAMP TYPE 4
36' (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
D
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
6" W (TYP.)
EXISTING 'B' INLET
GR: 63.43
INV.(IN): 61.58 (P-6)
INV.(OUT): 61.58 (EXIST. 12" RCP)
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
GBS: 11+18.67
GBE: 63.84
GBS: 11+18.67
GBE: 63.84
10+24.79
63.99
63.98
63.94
63.94
11+00
63.87
63.87
11+27
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 11+18.67
0.15%
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
GBS: 10+67.72
GBE: 63.71
GBS: 11+23.25
GBE: 63.47
10+00.51
63.88
63.84
63.74
63.75
11+00
63.62
63.57
11+24
PROPOSED GUTTERLINE
PROFILE (TYP.)
MEET EXISTING
STA 11+23.25
0.44%
0.18%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-9-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
9
MATCHLINE - STA. 10+50 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.56
9.86%
TC:66.33
14.15%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 1+68.14
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.38
15.38%
TC:66.21
14.96%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.22
10.10%
TC:66.05
15.69%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.85
5.97%
TC:65.74
13.89%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+68.59
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.95
-4.82%
TC:65.69
16.71%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+91.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.87
0.81%
TC:65.79
9.19%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.67
7.07%
TC:65.77
8.47%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+18.51
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.61
0.67%
TC:65.72
5.24%
TYPICAL CROSS SECTION OF RETFORD AVENUE
CENTERLINE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
TC:XX.XX
TC:XX.XX
ROADWAY WIDTH
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
GRANITE BLOCK
CURB, 4" (FULL
HEIGHT CURB)
GRANITE BLOCK CURB,
2" (DEPRESSED CURB
AT DRIVEWAYS)
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 6" THICK (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-10-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
10
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.69
6.57%
TC:65.46
5.85%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+67.92
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.63
2.50%
TC:65.58
2.52%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.53
3.06%
TC:65.33
10.38%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
4.94%
5.55%
TC:65.21
TC:65.40
0.60%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.33
8.35%
TC:65.14
9.86%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+26.86
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
10.00%
0.28%
TC:65.13
TC:65.26
3.33%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.27
5.78%
TC:65.22
5.63%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+76.56
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.21
7.41%
TC:65.00
11.14%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+66.52
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
-1.48%
-2.31%
TC:65.19
TC:65.37
3.06%
1.00%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-11-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
11
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+17.17
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
4.93%
9.00%
TC:64.88
TC:65.09
2.38%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
8.91%
4.93%
TC:64.76
TC:64.84
4.75%
8.27%
1.00%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+86.50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.62
3.24%
TC:64.93
-0.86%
2.68%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.75
-0.46%
TC:64.90
-0.35%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+28
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.50
5.46%
TC:64.67
6.42%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.62
6.95%
TC:64.79
3.37%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+57.91
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.59
9.55%
TC:64.77
-0.10%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+85.78
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.52
23.17%
TC:64.54
8.37%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.12
2.41%
TC:65.12
4.33%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-12-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
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.
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.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
12
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+32
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.40
2.13%
TC:64.47
4.17%
11.98%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.35
-1.16%
TC:64.61
2.21%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+86.21
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.39
1.33%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.54
4.04%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+15.91
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.35
11.59%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.47
6.66%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+64.69
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.33
-5.06%
TC:64.28
8.91%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.27
0.46%
TC:64.39
1.49%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.48
15.16%
TC:64.69
1.63%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-13-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
13
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.18
3.38%
TC:64.32
15.39%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+94.35
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.10
3.69%
TC:64.26
7.17%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.09
3.43%
TC:64.25
7.53%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 11+14.98
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:63.89
5.96%
TC:64.23
6.29%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+41.51
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.02
5.08%
TC:64.33
12.19%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-14-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
14
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
3+21
LOM/LOP
'B' INLET S-1
GR: 70.60
INV.(OUT): 68.64 (P-1)
'B' INLET S-2
GR: 70.74
INV.(IN): 68.28 (P-1)
INV.(OUT): 68.29 (P-2)
29 L.F. 15" RCP @
1.25% (P-1)
205 L.F. 15" RCP @
1.69% (P-2)
71
70
71
LOM/LOP
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CAUTION FENCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TY
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.87
C
P
A
RESET STORM
INLET GRATE:
RESET PAVER
SIDEWALK
LOM/LOP
RESET BLUE
STONE SIDEWALK
TAPER TOP WIDTH OF PROPOSED ROLLED
ASPHALT CURB TO MATCH TOP WIDTH OF
PROPOSED CONCRETE CURB
9" X 18" CONCRETE VERTICAL CURB
LIMIT OF DISTURBANCE (TYP.)
ROLLED ASPHALT CURB,
4" CURB REVEAL (TYP.)
73
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
INLET FILTER (TYP.)
MILL AND PAVE
(TYP.) (BASE BID)
CAUTION FENCE (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
29'
BC 72.96
TC 73.29
CONTRACTOR SHALL ENSURE DRAINAGE
PATTERN FOLLOWS DEPICTED FLOW ARROWS
CURB PIECE
TEST PIT OVER EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
BC 73.05
TC 73.42
INV. M.E.
INV. M.E.
20 LF 8" SAN. DIP, CLASS 52
@ EXISTING SLOPE
BOTTOM OF STORM PIPE (P-1): 68.32
TOP OF SANITARY SEWER PIPE (E23): 68.16
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
1+00
70.95
2+00
71.19
71.22
71.35
71.43
3+00
71.18
71.23
70.96
71.02
4+00
70.88
70.82
70.72
70.61
5+00
70.44
70.41
5+50
70.30
70.29
PROPOSED PROFILE (TYP.)
0.41%
1.47%
MEET EXISTING
STA 1+65.69
LOW POINT ELEV = 70.29
LOW POINT STA = 5+42.91
PVI STA: 5+68.39
PVI ELEV: 70.12
K: 88.93
LVC: 123.27
BVCS: 5+14.60
BVCE: 70.35
LP ELEV
70.29
HIGH POINT ELEV = 71.47
HIGH POINT STA = 2+37.06
PVI STA: 2+19.66
PVI ELEV: 71.56
K: 38.06
LVC: 71.69
BVCS: 1+74.66
BVCE: 70.90
EVCS: 2+46.35
EVCE: 71.45
HP ELEV
71.47
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-15-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
NOMAHEGAN ROAD &
NOMAHEGAN COURT
15
MATCHLINE - STA. 5+50 - SHEET 16
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
'B' INLET S-3
GR: 70.95
INV.(IN): 68.35 (P-4)
INV.(OUT): 68.35 (P-3)
'B' INLET S-4
GR: 70.73
INV.(OUT): 68.64 (P-4)
29 L.F. 15" RCP @
1.00% (P-4)
127 L.F. 15" RCP @
0.96% (P-3)
71
71
LOM/LOP
MEET EXISTING CONCRETE CURB.
PROPOSED ROLLED ASPHALT CURB, TOP
OF CURB WIDTH, SHALL MATCH EXISTING
CONCRETE CURB, TOP OF CURB WIDTH.
CAUTION FENCE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET FILTER (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TYP.)
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.55
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 71.93
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.76
RESET STORM SEWER
INLET GRATE: 69.60
EXISTING 'B' INLET
GR: 69.55
INV.(IN): 64.84 (P-2)
INV.(IN): 64.84 (P-3)
INV.(IN): 64.89 (EXIST. 15" PVC)
INV.(OUT): 64.84 (EXIST. 15" CPP)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
RESET STORM SEWER
INLET GRATE: 69.59
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
71
71
CURB PIECE (NJDEP TYPE "N") (TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
TEST PIT OVER
EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
29'
BOTTOM OF STORM PIPE (P-4): 68.27
TOP OF SANITARY SEWER PIPE (E39): 67.41
20 LF 10" SAN. DIP, CLASS 52
@ EXISTING SLOPE
INV. M.E.
INV. M.E.
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING. RIM: 69.81
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0.63%
0.97%
0.62%
GBS: 7+15.52
GBE: 71.56
GBS: 11+08.25
GBE: 70.46
HIGH POINT ELEV = 72.07
HIGH POINT STA = 8+20.28
PVI STA: 8+25.30
PVI ELEV: 72.24
K: 86.58
LVC: 108.06
BVCS: 7+77.11
BVCE: 71.94
EVCS: 8+85.17
EVCE: 71.86
HP ELEV
72.07
LOW POINT ELEV = 70.29
LOW POINT STA = 5+42.91
PVI STA: 5+68.39
PVI ELEV: 70.12
K: 88.93
LVC: 123.27
EVCS: 6+37.87
EVCE: 70.80
5+50
70.30
70.29
6+00
70.43
70.50
7+00
71.40
71.41
71.73
71.77
8+00
71.92
72.04
71.98
72.03
9+00
71.78
71.77
71.46
71.46
10+00
71.00
71.14
70.72
70.83
11+00
70.56
70.51
70.19
11+55.10
PROPOSED PROFILE (TYP.)
MEET EXISTING
STA 11+08.25
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-16-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
.
.
.
.
.
.
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.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
NOMAHEGAN ROAD &
NOMAHEGAN COURT
16
MATCHLINE - STA. 5+50 - SHEET 15
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
H
Y
D
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
1+64
2+00
3+00
4+00
5+00
1+65
2+00
3+00
4+00
5+00
'B' INLET S-1
GR: 70.60
INV.(OUT): 68.64 (P-1)
'B' INLET S-2
GR: 70.74
INV.(IN): 68.28 (P-1)
INV.(OUT): 68.29 (P-2)
29 L.F. 15" RCP @
1.25% (P-1)
205 L.F. 15" RCP @
1.69% (P-2)
71
70
71
LOM/LOP
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CAUTION FENCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (T
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.87
RESET STORM
INLET GRATE
RESET PAVER
SIDEWALK
LOM/LOP
RESET BLUE
STONE SIDEWALK
ROLLED ASPHALT CURB,
4" CURB REVEAL (TYP.)
MILL AND PAVE
(TYP.) (BASE BID)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
29'
CURB PIECE
TEST PIT OVER EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
INV. M.E.
INV. M.E.
20 LF 8" SAN. DIP, CLASS 52
@ EXISTING SLOPE
BOTTOM OF STORM PIPE (P-1): 68.32
TOP OF SANITARY SEWER PIPE (E23): 68.16
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
68
70
75
68
70
75
2.12%
0.99%
0.41%
1+63.82
70.15
2+00
70.97
70.95
71.40
71.15
3+00
70.96
70.95
70.73
70.74
4+00
70.65
70.54
70.72
70.34
5+00
70.31
69.99
5+48.08
70.03
69.58
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 1+64.95
GBE: 70.25
GBS: 4+76.00
GBE: 70.23
HIGH POINT ELEV = 71.23
HIGH POINT STA = 2+28.60
PVI STA: 2+14.34
PVI ELEV: 71.30
K: 20.15
LVC: 51.00
BVCS: 1+82.58
BVCE: 70.62
EVCS: 2+33.58
EVCE: 71.22
HP ELEV
71.23
LOW POINT ELEV = 69.58
LOW POINT STA = 5+50.12
PVI STA: 5+62.94
PVI ELEV: 69.37
K: 57.40
LVC: 130.29
BVCS: 5+33.36
BVCE: 69.66
MEET EXISTING
STA 1+64.95
PROFILE OF NOMAHEGAN ROAD SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
68
70
75
68
70
75
1.14%
0.83%
0.42%
1+64.81
70.66
2+00
71.05
70.91
3+00
71.09
70.83
4+00
70.53
70.41
5+00
70.04
69.81
5+51.91
69.61
69.56
71.05
71.04
70.58
70.62
70.31
70.20
69.68
69.56
PROPOSED GUTTERLINE
PROFILE (TYP.)
GBS: 1+65.45
GBE: 70.52
GBS: 4+55.27
GBE: 70.18
HIGH POINT ELEV = 71.13
HIGH POINT STA = 2+27.25
PVI STA: 2+21.02
PVI ELEV: 71.16
K: 30.43
LVC: 47.56
BVCS: 1+82.81
BVCE: 70.72
EVCS: 2+30.36
EVCE: 71.12
HP ELEV
71.13
LOW POINT ELEV = 69.56
LOW POINT STA = 5+46.96
PVI STA: 5+58.82
PVI ELEV: 69.32
K: 61.97
LVC: 115.30
BVCS: 5+12.65
BVCE: 69.70
LP ELEV
69.56
MEET EXISTING
STA 1+65.45
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-17-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
GUTTERLINE PROFILES -
NOMAHEGAN ROAD
17
MATCHLINE - STA. 5+50 - SHEET 18
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
11+73
6+00
7+00
8+00
9+00
10+00
11+00
11+36
6+00
7+00
8+00
9+00
10+00
11+00
'B' INLET S-3
GR: 70.95
INV.(IN): 68.35 (P-4)
INV.(OUT): 68.35 (P-3)
'B' INLET S-4
GR: 70.73
INV.(OUT): 68.64 (P-4)
29 L.F. 15" RCP @
1.00% (P-4)
127 L.F. 15" RCP @
0.96% (P-3)
71
71
LOM/LOP
MEET EXISTING CONCRETE CURB.
PROPOSED ROLLED ASPHALT CURB, TOP
OF CURB WIDTH, SHALL MATCH EXISTING
CONCRETE CURB, TOP OF CURB WIDTH.
CAUTION FENCE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET FILTER (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TYP.)
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.55
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 71.93
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.76
RESET STORM SEWER
INLET GRATE: 69.60
EXISTING 'B' INLET
GR: 69.55
INV.(IN): 64.84 (P-2)
INV.(IN): 64.84 (P-3)
INV.(IN): 64.89 (EXIST. 15" PVC)
INV.(OUT): 64.84 (EXIST. 15" CPP)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
RESET STORM SEWER
INLET GRATE: 69.59
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
71
71
CURB PIECE (NJDEP TYPE "N") (TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
TEST PIT OVER
EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
29'
BOTTOM OF STORM PIPE (P-4): 68.27
TOP OF SANITARY SEWER PIPE (E39): 67.41
20 LF 10" SAN. DIP, CLASS 52
@ EXISTING SLOPE
INV. M.E.
INV. M.E.
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING. RIM: 69.81
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
75
69
70
75
1.18%
0.43%
8+50
71.58
71.88
9+00
71.57
71.54
70.88
70.99
10+00
70.69
70.71
70.74
70.49
11+00
70.38
70.28
11+50
69.92
GBS: 9+58.27
GBE: 70.89
GBS: 11+32.59
GBE: 70.14
HIGH POINT ELEV = 71.92
HIGH POINT STA = 8+33.13
PVI STA: 8+52.80
PVI ELEV: 72.13
K: 67.15
LVC: 123.66
EVCS: 9+30.29
EVCE: 71.22
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 11+32.59
PROFILE OF NOMAHEGAN ROAD SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
69
70
1.03%
0.60%
5+51.91
69.61
69.56
6+00
70.29
69.79
70.32
70.26
7+00
70.88
70.78
71.50
71.28
8+00
71.78
71.67
71.61
71.53
9+00
71.43
71.23
71.56
70.93
10+00
70.64
70.63
70.46
70.32
11+00
70.13
70.02
11+35.89
PROPOSED GUTTERLINE
PROFILE (TYP.)
73
73
GBS: 11+02.76
GBE: 70.01
HIGH POINT ELEV = 71.72
HIGH POINT STA = 8+12.73
PVI STA: 8+01.14
PVI ELEV: 71.82
K: 61.01
LVC: 99.62
BVCS: 7+23.49
BVCE: 71.02
EVCS: 8+23.11
EVCE: 71.69
HP ELEV
71.72
MEET EXISTING
STA 11+02.76
LOW POINT ELEV = 69.56
LOW POINT STA = 5+46.96
PVI STA: 5+58.82
PVI ELEV: 69.32
K: 61.97
LVC: 115.30
EVCS: 6+27.94
EVCE: 70.03
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
75
69
70
75
1.28%
0.66%
5+48.08
70.03
69.58
6+00
70.10
69.94
7+00
71.29
71.11
8+00
71.53
71.79
8+50
71.58
71.88
70.08
69.58
70.92
70.48
71.60
71.45
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 7+01.47
GBE: 71.13
HIGH POINT ELEV = 71.92
HIGH POINT STA = 8+33.13
PVI STA: 8+52.80
PVI ELEV: 72.13
K: 67.15
LVC: 123.66
BVCS: 8+06.64
BVCE: 71.83
HP ELEV
71.92
LOW POINT ELEV = 69.58
LOW POINT STA = 5+50.12
PVI STA: 5+62.94
PVI ELEV: 69.37
K: 57.40
LVC: 130.29
EVCS: 6+63.64
EVCE: 70.65
LP ELEV
69.58
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-18-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
GUTTERLINE PROFILES -
NOMAHEGAN ROAD
18
MATCHLINE - STA. 5+50 - SHEET 18
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 1+72.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.10%
-1.81%
-3.10%
-1.81%
TC:70.95
TC:70.59
4.31%
5.73%
70.86
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.86%
-2.16%
-1.86%
-2.16%
TC:71.25
TC:71.29
1.44%
1.35%
71.19
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+39.94
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.89%
-2.66%
-1.89%
-2.66%
TC:71.25
TC:71.53
0.90%
3.84%
71.37
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.95%
-2.73%
-1.95%
-2.73%
TC:71.38
TC:71.49
0.97%
0.48%
71.35
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.89%
-2.81%
-1.89%
-2.81%
TC:71.16
TC:71.12
6.25%
0.43%
71.18
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.88%
-2.83%
-1.88%
-2.83%
TC:70.95
TC:71.09
0.51%
0.55%
70.96
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.87%
-2.86%
-1.87%
-2.86%
TC:70.57
TC:70.72
0.59%
2.04%
70.88
TYPICAL CROSS SECTION OF NOMAHEGAN ROAD
CENTERLINE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
ROADWAY WIDTH
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
ROLLED ASPHALT
CURB, 4" (FULL
HEIGHT CURB)
GRANITE BLOCK CURB,
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.86%
-2.88%
-1.86%
-2.88%
TC:70.53
TC:70.68
11.37%
5.95%
70.72
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-19-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
19
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+86.42
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.20%
-3.84%
-2.20%
-3.84%
TC:70.08
TC:70.31
2.91%
0.83%
70.53
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.75%
-4.23%
-2.75%
-4.23%
TC:70.13
TC:70.35
26.38%
4.20%
70.44
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.92%
-5.01%
-4.92%
-5.01%
TC:69.91
TC:69.92
19.74%
31.99%
70.30
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+85.29
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.37%
-4.79%
-4.37%
-4.79%
TC:69.88
TC:69.95
3.70%
2.87%
70.41
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.07%
-4.66%
-4.07%
-4.66%
TC:70.16
TC:70.24
15.64%
15.52%
70.43
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.36%
-4.25%
-3.36%
-4.25%
TC:70.47
TC:70.77
0.91%
15.27%
70.80
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+68.26
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.03%
-4.18%
-3.03%
-4.18%
TC:70.66
TC:70.83
0.20%
3.07%
71.01
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 7+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.37%
-4.05%
-2.37%
-4.05%
TC:71.16
TC:71.40
18.21%
-6.21%
71.40
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.38%
-3.16%
-2.38%
-3.16%
TC:71.48
TC:71.60
5.38%
0.92%
71.73
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-20-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
20
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.97%
-2.39%
-1.97%
-2.39%
TC:72.04
TC:72.10
8.24%
3.02%
71.92
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+23.07
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.25%
-2.82%
-1.25%
-2.82%
TC:71.83
TC:72.23
0.58%
0.66%
71.97
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+40.54
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-0.94%
-3.39%
-0.94%
-3.39%
TC:71.90
TC:72.09
12.66%
-10.39%
72.00
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-0.93%
-3.61%
-0.93%
-3.61%
TC:71.85
TC:72.23
16.95%
14.13%
71.98
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.67%
-3.75%
-1.67%
-3.75%
TC:71.40
TC:71.87
2.25%
1.01%
71.78
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.64%
-3.46%
-3.64%
-3.46%
TC:71.30
TC:71.10
12.94%
0.50%
71.46
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+75.07
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.52%
-3.32%
-3.52%
-3.32%
TC:71.16
TC:70.96
9.76%
-3.84%
71.24
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.25%
-3.18%
-3.25%
-3.18%
TC:71.02
TC:71.01
10.24%
1.03%
71.00
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.69%
-2.96%
-2.69%
-2.96%
TC:70.57
TC:70.78
9.50%
11.22%
70.72
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-21-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
21
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+61.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.54%
-2.90%
-2.54%
-2.90%
TC:70.51
TC:70.55
11.17%
0.75%
70.70
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+86.23
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.29%
-2.74%
-2.29%
-2.74%
TC:70.54
TC:70.44
17.84%
0.91%
70.64
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-22-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
22
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
3+21
LEGEND
FULL DEPTH RECONSTRUCTION (BASE BID)
FULL DEPTH RECONSTRUCTION (ALTERNATE BID 'A')
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-23-RECONS-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP -
NOMAHEGAN ROAD
23
MATCHLINE - STA. 5+50 - SHEET 20
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
APPROXIMATE LOCATION OF MILL/PAVE
AREA OR ASPHALT OVERLAY AREA (LIMITS
TO BE FIELD VERIFIED BY THE ENGINEER)
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
LEGEND
FULL DEPTH RECONSTRUCTION (BASE BID)
FULL DEPTH RECONSTRUCTION (ALTERNATE BID 'A')
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-24-RECONS-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
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.
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.
.
.
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.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP -
NOMAHEGAN ROAD
24
MATCHLINE - STA. 5+50 - SHEET 20
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
APPROXIMATE LOCATION OF MILL/PAVE
AREA OR ASPHALT OVERLAY AREA (LIMITS
TO BE FIELD VERIFIED BY THE ENGINEER)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-25-SESC-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
25
4" THICK HMA
BASE COURSE,
MIX I-2 OR 19M64
30'
LENGTH OF STONE REQUIRED
SEE TABLE
COMPACTED SUBGRADE
6" MIN.
EXISTING
GROUND
30'
LENGTH OF STONE REQUIRED
SEE TABLE
MAJOR PUBLIC
RIGHT OF WAY
4" THICK
ASPHALT
EXISTING GROUND
(SEE NOTE 1)
MAJOR PUBLIC
RIGHT OF WAY
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HOT MIX ASPHALT
BASE COURSE, MIX I-2
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
STABILIZED CONSTRUCTION ACCESS
(WITH PAVEMENT) DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-10011
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
X
11/01/18
MCNJ-SOIL-EROS-11001
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
X
09/01/17
MCNJ-SOIL-EROS-15001
FLOW
BEDDING DETAIL
FLOW
ANCHORING DETAIL
NOTES:
1.
BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND
IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
2.
EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND
PLACED SO THE BINDINGS ARE HORIZONTAL.
3.
BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES
OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE
SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO
FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE
BALE.
4.
INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
5.
BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
BOUND BALES PLACED ON CONTOUR.
2 RE-BARS, STEEL PICKETS OR 2"X2" STAKES
PLACED 1 1/2' TO 2' IN GROUND. DRIVE STAKES
FLUSH WITH TOP OF BALE.
ANGLE FIRST STAKE TOWARDS
PREVIOUSLY LAID BALE.
4" VERTICAL
FACE
STRAW BALE DIKE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-13001
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-21001
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-25001
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- CAUTION FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
2 WEEKS
- INSTALL STORM SEWER STRUCTURES AND PIPES
3 DAYS
- COMPLETE GRADING
1 WEEK
- SIDEWALK
2 DAYS
- INSTALL CURB RAMPS AND CURBING
1 WEEK
- COMPLETE PAVING OPERATIONS
1 WEEK
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING
1 DAY
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 8 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN
NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW
JERSEY", LATEST EDITION), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED
BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART,
AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO
CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A
RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER
PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED
MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE =
42,255 SF OR .97 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE,
DIVERSIONS, SEDIMENT BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11
THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL
EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, MULCH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN ACCORDANCE
WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE
STANDARD FOR TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR
LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF
12 INCHES OF SOIL HAVING PH OF 5.0 OR MORE IN ACCORDANCE WITH THE
STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT
DAMAGING SOIL STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST
RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL
SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE
EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY
LIMESTONE IN ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL
TESTING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR
MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND
SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW IS
A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE
SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS
PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND
UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4
INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED IS
PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION
AND OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS
OR OTHER UNSUITABLE MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED
WITHIN THE DATES SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND,
CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER.
EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE
INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A
DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT
MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK
OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK,
WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND
FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL
NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH MAY BE APPLIED
WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND
FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL.
POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND
GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL
EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE
GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR,
SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE
MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT
HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER
1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID
MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3
TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY
MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE
PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY
AFTER PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER
OR LIQUID MULCH BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS
OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED
AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT
MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS MULCH SHALL NOT
BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING
OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A
RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS.
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTETION
UNTIL SEEDING IS ESTABLISHED.
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION LAST REVISED
JANUARY 2014.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF NAY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED. TOP SOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK
WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF
5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
MCNJ-SOIL-NOTE-1013
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-26-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
26
PROPOSED CONCRETE CRADLE
TO SUPPORT CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT EXCAVATED
MATERIAL - SEE STORM PIPE
BEDDING DETAIL
PROPOSED STORM PIPE
18"
CONCRETE CRADLE DETAIL
N.T.S.
FINISHED GRADE
EXISTING UTILITY
NOTES:
1.
CONTRACTOR SHALL INSTALL CONCRETE CRADLE WHEN VERTICAL CLEARANCE FROM OUTSIDE OF
PIPE TO OUTSIDE OF PIPE IS LESS THAN 12". NO SEPARATE PAYMENT SHALL BE MADE FOR
INSTALLATION OF CONCRETE CRADLE, INCLUDE COSTS IN VARIOUS ITEMS SCHEDULED IN THE
PROPOSAL.
O.D. + 18" MIN
1/2 O.D.
SELECT EXCAVATED MATERIAL
TO PAVEMENT SECTION
NJDOT NO.
57 STONE
BEDDING TO
SPRINGLINE
1/4 O.D. OR 6" MIN.
D
N.T.S.
RCP PIPE BEDDING DETAIL
PIPE
6"
DENSE GRADED
AGGREGATE
NOTES:
1.
BACKFILL TO BE PLACED SO AS TO ENSURE SUFFICIENT COMPACTION
UNDER PIPE HAUNCHES.
2.
THE PIPE OR UTILITY TRENCH TO BE BACKFILLED IN ACCORDANCE
WITH THE SPECIFICATIONS FOR BACKFILLING. ENSURE THE WIDTH IS
36" MINIMUM OR THE OUTSIDE DIAMETER OF THE PIPE PLUS 18".
PAVEMENT SECTION (REFER TO
PAVEMENT RESTORATION DETAIL)
3'-0"
SECTION A-A
VARIABLE
3' X 3' MANHOLE BOX DETAIL
N.T.S.
4'-0"
3'-0"
7"
VARIABLE
4'-0"
SECTION B-B
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE
OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL
REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED EQUIVALENT.
4.
MANHOLES FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1230A, SQUARE FLANGE FLARED TYPE
FRAME OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE FOOTING SHALL BE
EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
NJ TYPE B
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
5-1/2"
NJ TYPE D
7-1/2"
3"
3D BROOK TROUT DESIGN
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
N.T.S.
CURB PIECE (TYPE 'N') 6" DETAIL
5"
4"
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE DETAIL
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
N.T.S.
RESET MANHOLE, SANITARY SEWER, USING EXISTING OR NEW CASTING DETAIL
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
1.
CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2.
MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3.
THOROUGHLY CLEAN AND HAMMER INSPECT.
4.
CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE INDICATED OR SPECIFIED.
BITUMINOUS WATERPROOFING MATERIAL:
1.
H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2.
AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3.
BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
4.
OR APPROVED EQUAL.
HOT MIX ASPHALT
WATERPROOFING
CURB
SURFACE COURSE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 2' OR LESS
2' OR
LESS
FILL TO TOP OF BASE COURSE
WITH CLASS C CONCRETE
12"
(TYPICAL)
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2.
REFURBISH INSIDE SURFACE OF INLET
WITH MORTAR.
N.T.S.
RESET EXISTING CASTING DETAIL
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL
BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF
2 INCHES PER FOOT.
2.
PROVIDE COPOLYMER PLASTIC STEEL REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 2618 OR
APPROVED EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN
DEPTH.
5.
INSTALL BUTYL RUBBER (ASTM C-990) BETWEEN RISER SECTIONS
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
NO. 57 CLEAN
STONE BEDDING
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
INLET, TYPE B DETAIL
N.T.S.
PSX: DIRECT DRIVE WITH
CORRUGATED PIPE ADAPTER
(AS APPROPRIATE) AS
MANUFACTURED BY PRESS-SEAL
CORPORATION OR APPROVED
EQUAL
PIPE TO CONCRETE STRUCTURE
CONNECTOR DETAIL
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL
MEET THE REQUIREMENTS OF ASTM C-923. THIS CONNECTION
IS TO BE USED IN ALL MANHOLES AND INLETS.
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS DETAIL
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
4 3/8"
C
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
SECTION B-B
SECTION A-A
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
B
B
A
A
SECTION C-C
3/4"
5/8"
4 3/8"
3'- 11 3/4"
C
2 1/2"
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
N.T.S.
CURB
SURFACE
COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT
WIDE (PRECAST OR
MADE ON SITE)
REMOVE EXISTING
CASTING WALL AS
REQUIRED
NEW
MATERIAL
RECONSTRUCTED INLET OR MANHOLE,
USING NEW CASTING DETAIL
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
ROADWAY
EXCAVATION
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT MIX 19M64
BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
HOT MIX ASPHALT PAVEMENT REPAIR (NOMAHEGAN
ROAD & NOMAHEGAN COURT) DETAIL
N.T.S.
6" HMA BASE COURSE 19M64 (2 LIFTS)
6" DENSE GRADED AGGREGATE
BASE COURSE
EDGES OF TRENCH TO BE SEALED
WITH AC-20 SEAL COAT
BACKFILL MATERIAL
UTILITY PIPE
PIPE BEDDING
EXISTING PAVEMENT
1.
PAVEMENT DETAIL REFLECTS FINAL RESTORATION. ALL COSTS ASSOCIATED WITH THE FINAL PAVEMENT
RESTORATION SHALL BE INCLUDED IN THE PAY ITEMS FOR DGA AND HMA.
2.
IN PAVED ROADWAY AREAS, THE TRENCH SURFACE SHALL BE RESTORED TO ALLOW FOR VEHICULAR
TRAFFIC OVER THE TRENCH DURING NON-WORK HOURS. ALL COSTS ASSOCIATED WITH TEMPORARY
SURFACE RESTORATION WILL NOT BE MEASURED FOR SEPARATE PAYMENT AND SHALL BE INCLUDED
IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
3.
ALL TRENCHES TO BE SAW-CUT.
4.
DISTURBED TRAFFIC STRIPING AND MARKINGS SHALL BE REPLACED WITH THERMOPLASTIC OR
LONG-LIFE EPOXY AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
5.
THE ABOVE DEPICTED DETAIL IS APPLICABLE TO TEST PITS.
6.
TEMPORARY RESTORATION OF MUNICIPAL ROADS SHALL INCLUDE DGA TO GRADE ON A DAILY BASIS
AND FINAL PAVING ON A WEEKLY BASIS. THE CONTRACTOR MAY INSTALL FINAL PAVING ON A DAILY
BASIS AT NO ADDITIONAL COST TO THE OWNER. NO ADDITIONAL PAYMENT SHALL BE MADE FOR
TEMPORARILY RESTORING TRENCHES WITH DGA AND SHALL BE INCLUDED IN THE SY COST FOR HOT
MIX ASPHALT PAVEMENT REPAIR.
7.
RESTORATION IN SECTIONS OF THE ROAD WHERE STORM PIPES WILL BE INSTALLED SHALL BE
PERFORMED AS PER "RCP PIPE BEDDING DETAIL".
NOTES:
SAWCUT ALL PAVED TRENCHES
TRENCH
WIDTH
HOT MIX ASPHALT PAVEMENT REPAIR (RETFORD AVENUE) DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-27-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
27
N.T.S.
RESET PAVER SIDEWALK DETAIL
NOTES:
1.
EXISTING PAVERS SHALL BE RESET AT SIDEWALKS AS SHOWN ON THE PLANS
AND DIRECTED IN THE FIELD BY THE ENGINEER.
2.
ALL COSTS ASSOCIATED WITH THE RESETTING OF EXISTING PAVERS,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL AND BASE
COURSE SHALL BE INCLUDED IN THE SQUARE YARD PRICE BID FOR RESET
PAVERS.
3.
ALL PAVERS TO BE REPLACED SHALL BE REPLACED IN KIND AT NO
ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE
WITH THE ENGINEER AND THE OWNER PRIOR TO REPLACING PAVERS.
VARIABLE
2 3/8" & 1 1/2"
BRICK PAVER
2" SAND
SETTING
BED
POLYMERIC SAND
JOINT FILLER
6" DGA
FILTER FABRIC
COMPACTED SUB GRADE
N.T.S.
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
9"
18"
6"
2' REPAIR
SEE PLAN
4"
6"
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1.
TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH
PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FRONT FACE AND TOP
OF CURB.
2. EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR
THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. 9"X18" CONCRETE VERTICAL CURB SHALL BE USED ONLY FOR ADA CURB RAMPS. CURB SHALL BE FLUSH
WITH THE PROPOSED PAVEMENT.
4. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE PAYMENT SHALL
BE MADE FOR PRIME COAT AS REQUIRED, INCLUDE COST IN VARIOUS ITEMS IN THE PROPOSAL.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB DETAIL
N.T.S.
NJDOT CLASS "B"
CONCRETE
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
PER PLANS
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B"
CONCRETE
(SEE NOTE
#1)
GRANITE BLOCK CURB DETAIL
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT
HAY, BURLAP OR OTHER METHOD ACCEPTABLE TO THE BOROUGH ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE BOROUGH
ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS
MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE
INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS
(FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
4"
14"
6"
(TYP.)
8"
MIN.
18"
2" (TYP.)
DEPRESSED GRANITE BLOCK CURB AT DRIVEWAY DETAIL
N.T.S.
DRIVEWAY OPENING VARIES
18" MAX
MAINTAIN FULL DEPTH (18")
AT DRIVEWAY
PAVEMENT SURFACE
COMPACTED SUBGRADE
N.T.S.
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
HOT MIX ASPHALT DRIVEWAY, 6" THICK DETAIL
NOTES:
1. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 6" THICK" .
2. THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
PAVEMENT FLUSH
WITH RAMP
ADA RAMP DETAIL
N.T.S.
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MAX. CROSS SLOPE 2% TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
DENSE GRADED
AGGREGATE, 4" THICK
N.T.S.
SLOPE 2% MAX
6" THICK CONCRETE SIDEWALK AS
DIRECTED BY ENGINEER WITH TOOLED
EXPANSION JOINTS EVERY 4'-0" AND
PRE-MOLDED ASPHALT IMPREGNATED
EXPANSION JOINTS EVERY 20'-0" AND
6"x6"#6 GAGE WIRE MESH REINFORCING
(MADE IN U.S.). CONCRETE SIDEWALK
ADJACENT TO DRIVEWAY SHALL BE
MEASURED AND PAID UNDER
CONCRETE DRIVEWAY PAY ITEM.
APPROVED SUBGRADE
6" THICK AS DIRECTED BY ENGINEER CONCRETE
APRON WITH 6"x6"#6 GAGE WIRE MESH REINFORCING
DENSE-GRADED AGGREGATE TO PREPARE EXCAVATION AS DIRECTED BY
ENGINEER. NO RECYCLED AGGREGATE IS PERMITTED ON THIS PROJECT.
9"
NOTE:
1.
ALL CONCRETE TO BE CLASS 'B' NJDOT
2"
1 1/2"
VARIABLE
VARIABLE WIDTH REINFORCED
CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
4' MIN.
PRE-MOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
PRE-MOLDED
EXPANSION
JOINTS
FULL DEPTH
DEPRESSED
CURB
11% MAX.
PLAN
A
A
APRON WIDTH
1/2" THICK NON-EXTRUDABLE
BITUMINOUS MATERIAL FOR
EXPANSION JOINT
BACK EDGE OF
SIDEWALK
PROVIDE EXPANSION JOINT
MIDWAY IF WIDTH OF APRON
IS GREATER THAN 12'
CONCRETE SIDEWALK,
4" THICK (SEE DETAIL)
CONC. DRIVEWAY APRON
EXISTING
CONCRETE
SIDEWALK
DRIVEWAY
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
N.T.S.
MILLED AREA
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
TRAFFIC
50H:1V
50H:1V
B (SEE
NOTE 2)
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED
AND THE RADIUS CAUSED BY MILLING
SQUARED PRIOR TO FINAL PAVING.
C (SEE NOTE 3)
D (SEE
NOTE 4)
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN B.
B IS EQUAL TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2 INCHES.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN D.
D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
TRAFFIC
MILLING TRANSITIONS DETAIL
N.T.S.
VARIES
VARIES
TYPICAL ROAD SECTION (NOMAHEGAN ROAD AND NOMAHEGAN COURT) DETAIL
N.T.S.
ROAD WIDTH VARIES
CONCRETE CURB, GRANITE BLOCK
CURB, OR ROLLED ASPHALT CURB
(TYP) AS DEPICTED ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
MILL, PERFORM FULL DEPTH REPAIR, PAVE, AND
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS. AFTER MILLING, PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
WHEN PROPOSED HMA SURFACE IS INSTALLED IN AN AREA WHERE THERE IS NO EXISTING HMA SURFACE COURSE, INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL;
·
WHEN PROPOSED HMA SURFACE IS BELOW THE EXISTING HMA SURFACE, REMOVE THE EXISTING SECTION USING MILLING, PAVEMENT REMOVAL AND EXCAVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER. INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL, UNLESS DIRECTED OTHERWISE BY THE ENGINEER;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
CONCRETE CURB, GRANITE BLOCK
CURB ROLLED ASPHALT CURB(TYP)
AS DEPICTED ON PLAN
PAVEMENT
ASPHALT
TACK COAT BETWEEN ALL
COLD APPLICATIONS
3"
5"
3"
4"
ASPHALT CURB DETAIL
N.T.S.
NOTE:
THE CONTRACTOR SHALL ENSURE THE TOP WIDTH OF THE
PROPOSED ASPHALT CURB MATCHES EXISTING TOP OF
WIDTH CURB WHEN MEETING EXISTING CONCRETE
VERTICAL CURB THROUGHOUT THE PROJECT LIMITS
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-28-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
28
STEEL TREE PLATE (IF/WHERE) DETAIL
N.T.S.
PROFILE VIEW
PLAN VIEW
EXISTING
TREE
EXISTING SIDEWALK
STEEL
TREE
PLATE
CONTRACTOR TO REMOVE EXISTING
CURB AS NECESSARY TO INSTALL
PROPOSED STEEL TREE PLATE
EXISTING ROADWAY PAVEMENT
(12" X 1/4" STEEL PLATE)
LENGTH VARIABLE
AREA BEHIND THE STEEL
TREE PLATE SHALL BE
FILLED WITH CONCRETE
CONCRETE BOLT
9"X18" CONCRETE
VERTICAL CURB (TYP.)
THE PROPOSED STEEL TREE PLATE
SHALL MEET EXISTING CURB HEIGHT.
1.5'
9"X18" CONCRETE VERTICAL CURB
GRANITE BLOCK CURB
PROPOSED GRANITE
BLOCK CURB (TYP.)
1.5'
NOTES:
1. ALL COSTS ASSOCIATED WITH RECONNECTING EXISTING SANITARY
SEWER LATERALS SHALL BE COVERED IN THE PAY ITEM "RECONNECT
SANITARY SEWER LATERAL WITH NEW PIPE". THIS INCLUDES BUT IS NOT
LIMITED TO TRENCHING, BEDDING, CUTTING OF PIPE, INSTALLING NEW
PIPE, FLEXIBLE COUPLINGS, LANDSCAPE RESTORATION, INSTALLING PIPE
BENDS / FITTINGS AS NECESSARY AND PAVEMENT RESTORATION.
FLEXIBLE COUPLING WITH
STAINLESS STEEL SHEER RING
EXISTING SANITARY
SEWER MAIN
EXISTING LATERAL
FLOW
RECONNECT SANITARY SEWER LATERAL
WITH NEW PIPE DETAIL
N.T.S.
45° WYE, MATCH EXISTING
LATERAL SIZE
EXISTING CURB (TYP.)
REPLACE EXISTING LATERAL TO 5' BEYOND
BACK OF CURB OR TO EXISTING CLEANOUT IF
LOCATED LESS THAN 5' FROM BACK OF CURB
BACKFILL:
CONTROLLED LOW STRENGTH MATERIAL
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO PAVEMENT
RESTORATION DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
(PIPE O.D.)/2
PIPE (REFER TO PLAN)
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
NOTES:
1.
PIPE SHALL BE CERAMIC EPOXY, PROTECTO 401, OR APPROVED EQUAL DUCTILE
IRON PIPE (DIP), THICKNESS CLASS 52 WITH ASPHALTIC EXTERIOR COATING.
2.
ALL DIP PIPE SHALL BE POLYETHYLENE ENCASED, AS PER THE PROVISIONS OF
ANSI/AWWA C105/A21.5
GENERAL SANITARY SEWER MAIN TRENCH NOTES:
1.
ALL TRENCHES IN EXISTING PAVEMENT MUST BE SAWCUT.
2.
WHERE NECESSARY, PARTICULARLY FOR SAFETY OR TO PREVENT DISTURBANCE, DAMAGE OR SETTLEMENT OF ADJACENT
STRUCTURES, PIPELINES, UTILITIES, IMPROVEMENTS OR PAVING, EXCAVATION SHALL BE ADEQUATELY SHEETED AND
BRACED.
3.
SHEETING AND BRACING OF ALL EXCAVATION SHALL COMPLY WITH NEW JERSEY CONSTRUCTION AND SAFETY CODES
AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT.
4.
WHERE SHEETING IS USED, IT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY,
SAID ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A SIGNED AND SEALED CERTIFICATE STATING THAT THE
DESIGN OF THE SHEETING AND BRACING CONFORMS TO ALL APPLICABLE REQUIREMENTS OF THE NEW JERSEY
CONSTRUCTION SAFETY CODE AND THE OCCUPATIONAL HEALTH AND SAFETY ACT. COPIES OF THIS CERTIFICATE SHALL
BE SUBMITTED TO THE ENGINEER.
5.
THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS (29 CFR PART 1926). AS SUCH, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A *COMPETENT PERSON* AS DEFINED IN THE OSHA STANDARDS
AND AS REQUIRED BY THE STANDARDS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SELECTION, DESIGN,
INSTALLATION , AND IMPLEMENTATION OF ALL "PROTECTIVE SYSTEMS" AS DEFINED IN THE OSHA STANDARDS. THE
PIPELINE DESIGN BY THE OWNER OR THE ENGINEER DOES NOT INCLUDE THE DESIGN OF "PROTECTIVE SYSTEMS" SINCE
THE DESIGN OF THE "PROTECTIVE SYSTEMS" IS THE RESPONSIBILITY OF THE CONTRACTOR.
6.
THE CONTRACTOR MUST FOLLOW PROPOSED SHEETING PLANS SUBMITTED. NO DEVIATIONS MAY BE MADE FROM THE
FILED PROCEDURE WITHOUT FIRST SUBMITTING A REVISED SHEETING AND BRACING PLAN, SIGNED AND CERTIFIED AS
REQUIRED FOR THE ORIGINAL SUBMISSION, BY THE SAME LICENSED PROFESSIONAL ENGINEER WHO PREPARED THE
ORIGINAL SUBMISSION.
7.
ANY DAMAGE TO NEW OR EXISTING STRUCTURES OCCURRING THROUGH SETTLEMENT, WATER OR EARTH PRESSURE OR
OTHER CAUSES DUE TO INADEQUATE BRACING OR THROUGH NEGLIGENCE OR FAULT OF THE CONTRACTOR IN ANY
OTHER MANNER, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
8.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION AND BACKFILL, REMOVAL OF EXISTING
SANITARY SEWER ABANDONED UTILITIES, PIPE BEDDING, CONCRETE ENCASEMENT, DEWATERING, ABANDONMENT OF
EXISTING SEWER UTILITIES OR REMOVAL IF REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION
INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, CURB, DRIVEWAY, SIDEWALK, FENCE, LANDSCAPING, COUPLINGS,
BYPASS PUMPING, SERVICE SADDLES, DETECTABLE WARNING TAPE OR TESTING. ALL COSTS TO BE INCLUDED IN THE
VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
(DO NOT INCLUDE ON 16" STORM SEWER DIP)
SANITARY SEWER NOTES
N.T.S.
DIP SANITARY SEWER TRENCH DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-29-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
29
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" FOR STREETS AND HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE CONVENIENT AND SAFE
PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE
SHALL PRESENT HIS CHANGES IN WRITING TO THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH EACH OF THE
UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT THE DURATION OF CONSTRUCTION. THE
COSTS FOR THE INDIVIDUAL DEVICES USED TO MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC TRAFFIC
CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE
ENGINEER, DURING THE COURSE OF CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR
PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR
OTHER SUCH DEVICES APPROVED BY THE ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING, MOVING, AND REMOVING FILLET MATERIAL SHALL BE
INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN
PUBLICATION" AND THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE
USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18 INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE
ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST
SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN ACCORDANCE WITH THE SPECIFICATIONS.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR
THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON
APPROVAL
OF THE ENGINEER.
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNTS SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
--- Document: Brookside Place Revised 6 Construction Plans-CDT065 - NJDOT FY2019 - Brookside Place Improvements ---
ENUE
(COUNTY ROUTE NO. 615)
COLBY LANE
COLBY LANE
CORNELL ROAD
DARTMOUTH
ROAD
HARVARD ROAD
YALE
PENN
TERRACE
HARVARD
ROAD
BROWN TERRACE
MAKATOM DRIVE
INDIAN SPRING ROAD
BEECH STREET
GALLOWS HILL ROAD
COOLIDGE STREET
TERRACE
PLACE
MOSS
LANE
WAVERLY PLACE
ARNET PLACE
HILLSIDE PLACE
ORCHARD STREET
ORCHARD
BEECH
PARK AVENUE
SPRUCE STREET
ROMORE PLACE
ROMORE PLACE
LAFAYETTE PLACE
DOERING WA
BROOKSIDE
BROOKSIDE PLACE
PARK
LA CORTE
PROJECT LOCATION
ORCHARD STREET
MORNINGSIDE PLACE
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
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Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-CVER
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
COVER
1
CONSTRUCTION PLANS
FOR
NJDOT FY 2019 - BROOKSIDE PLACE
DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
UTILITIES / AUTHORITIES
KEY MAP
INDEX OF SHEETS
SHT. No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 5
EXISTING CONDITIONS PLAN
6 - 9
DIMENSION PLAN
10 - 15
CROSS SECTIONS
16 - 17
FULL DEPTH RECONSTRUCTION MAP
18 - 21
CONSTRUCTION DETAILS
22 - 25
NJDOT TRAFFIC CONTROL DETAILS
26 - 36
NJDOT CONSTRUCTION DETAILS
N
S
E
W
NORTH
0
300
300
SCALE : 1" = 300'
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 7083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
SEWER SERVICES
TWP OF CRANFORD SEWER DEPARTMENT
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 W. MT PLEASANT AVENUE, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE, RAHWAY, NJ 07065
PHONE: (732) 388-0868
CONTACT: JOHN BUONOCORE
TOWNSHIP OF CRANFORD
PATRICK GIBLIN, MAYOR
KATHLEEN MILLER PRUNTY, DEPUTY
MAYOR/COMMISSIONER
THOMAS H. HANNEN, JR., COMMISSIONER
JEAN-ALBERT MAISONNEUVE, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-CVER
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-CVER.dwg\C-2-NOTE By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
GENERAL NOTES &
QUANTITIES
2
UTILITY NOTES:
1.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
2.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
3.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
4.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE PAYMENT SHALL BE MADE FOR COORDINATING AND
PERFORMING UTILITY RELOCATIONS.
5.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES.
THE CONTRACTOR SHALL COORDINATE WITH IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY..
6.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS
OF WORK.
7.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED
HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT
EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW
AND APPROVAL. THE PLAN MUST BE APPROVED BY THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL
PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT, IF
APPLICABLE. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE CONSTRUCTION.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING,
UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY CONTRACT DOCUMENTS:
A.N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2007”, AS CURRENTLY
AMENDED;
C.“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE
UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO
USED FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH
THE PROJECT PLANS, SPECIFICATIONS AND DETAILS. THESE DESIGN DRAWINGS HAVE NOT BEEN DRAFTED OVER A SURVEY BASE MAP.
8.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
9.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE INSPECTOR OR CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA
OR MUNICIPAL OFFICIAL.
SURVEY NOTES:
1.
EXISTING FEATURES SHOWN ON THIS PLAN WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR BROOKSIDE PLACE" DATED
10/02/19, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING P.A., LAST REVISED 11/14/19.
2.
SUPPLEMENTAL WATER LINE INFORMATION WAS BASED ON INFORMATION FROM THE PLAN ENTITLED "BROOKSIDE PLACE PHASE 2 - MAIN REPLACEMENT" DATED
6/19/19, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY NEW JERSEY AMERICAN WATER.
3.
SUPPLEMENTAL GAS LINE INFORMATION WAS BASED ON INFORMATION FROM THE PLAN ENTITLED "BROOKSIDE PLACE SURVEY CRANFORD" DATED 2/26/19, FOR THE
TOWNSHIP OF CRANFORD, PREPARED BY ELIZABETHTOWN GAS.
4.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM RELATIVE TO THE NEW
JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83. THE VERTICAL POSITION OF THE HEREON SURVEY IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET
VIRTUAL REFERENCE STATION SYSTEM, ADJUSTED AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
5.
ALL RIGHT-OF-WAY LINES, PROPERTY LINES, AND EASEMENTS ARE APPROXIMATE AND BASED UPON TAX MAPS.
6.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY
MARK OUTS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ADDITIONAL BURIED
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES
BEFORE ANY CONSTRUCTION BEGINS.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE
MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND
ENGINEER. DAMAGED TREES WILL BE REPLACED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO
EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR
RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS & METHODS. THE CONTRACTOR MUST NOT DEPOSIT
EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM
THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE
MADE TO CONTRACTOR FOR DAMAGES TO EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN
ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO
BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
6.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT
BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS. PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT
PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND
BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN
DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO
CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE
ENGINEER.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE
CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT
WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY
LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE
OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
TBR
H
Y
D
WAVERLY
PLACE
GALLOWS
HILL ROAD
BROOKSIDE PLACE
0+00
1+00
2+00
3+00
4+00
5+00
N 38°18'10" E
670.23'
N:665263.53
E:541414.66
HILLSIDE
PLACE
H
Y
D
ARNET PLACE
BROOKSIDE PLACE
6+00
7+00
8+00
9+00
10+00
11+00
PC: 6+70.23
PT: 7+96.03
Mid: 7+33.13
N 39°01'25" E
428.98'
R=10000.00'
L=125.79'
D=0°43'15"
CH=N 38°39'48" E
125.79'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DEMO
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DEMO.dwg\C-3-DEMO By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
EXISTING CONDITIONS
PLAN
3
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 5+50 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STA. 11+00 - SHEET 4
BEECH STREET
ORCHARD STREET
BROOKSIDE PLACE
12+25
12+00
12+25
13+00
14+00
15+00
16+00
PC: 16+17.91
N:666220.98
E:542178.77
N:666216.97
E:542183.76
N 39°13'39" E
392.91'
R=1000.00'
L=66.72'
D=3°49'22"
CH=N 37°18'58" E
66.71'
H
Y
D
H
Y
D
SPRUCE STREET
BROOKSIDE PLACE
HARVARD
ROAD
BROWN TERRACE
17+00
18+00
19+00
20+00
21+00
22+00
Mid: 16+51.27
PT: 16+84.63
N 35°24'17" E
717.08'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DEMO
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DEMO.dwg\C-4-DEMO By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
EXISTING CONDITIONS
PLAN
4
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - STA. 11+00 - SHEET 3
MATCHLINE - STA. 16+50 - THIS SHEET
MATCHLINE - STA. 16+50 - THIS SHEET
MATCHLINE - STA. 22+00 - SHEET 5
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
BROOKSIDE PLACE
WILLOW STREET
RAHWAY RIVER
BRANCH
23+00
24+00
25+00
PC: 24+01.71
Mid: 24+32.90
PT: 24+64.09
EP: 25+20.64
S 55°14'54" E
56.55'
R=40.00'
L=62.38'
D=89°20'49"
CH=N 80°04'41" E
56.25'
N:667136.32
E 542989 98
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DEMO
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DEMO.dwg\C-5-DEMO By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
EXISTING CONDITIONS
PLAN
5
MATCHLINE - STA. 22+00 - SHEET 4
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
H
Y
D
WAVERLY
PLACE
GALLOWS
HILL ROAD
BROOKSIDE PLACE
2-4" Y
LOM/LOP
LOM/LOP
0+00
1+00
2+00
3+00
4+00
5+00
6" W
6" W
2-4" Y
S
S
R20'
R15'
R15'
R20'
30'
30'
90
91
92
91
91
91
92
92
92
90
91
91
92
92
91
PREVIOUSLY
CONSTRUCTED ADA RAMP
GRANITE CURB (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
RESET EXISTING
SANITARY SEWER
MANHOLE (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
CAUTION FENCE
(TYP.)
H.P.
CONTRACTOR TO
ENSURE POSITIVE PITCH
TO WAVERLY PLACE
EXCAVATE TEST PIT OVER EXISTING WATER MAIN (CONFIRM
LOCATION IN THE FIELD WITH THE ENGINEER AND THE UTILITY -
REFER TO APPENDIX B OF THE SPECIFICATIONS FOR WATER MAIN
PLANS PREPARED BY NEW JERSEY AMERICAN WATER (NJAW))
EXCAVATE TEST PIT OVER EXISTING GAS
MAINS (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY)
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
DEPRESSED CURB (TYP.)
FLUSH CURB
FLUSH CURB
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
9" X 18" CONCRETE VERTICAL
CURB AT RAMP (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
92
PROFILE OF BROOKSIDE PLACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0+00
91.98
92.33
1+00
92.47
92.60
92.48
92.75
2+00
92.50
92.60
92.51
92.29
3+00
92.20
92.04
91.81
91.71
4+00
91.47
91.38
91.09
91.04
5+00
90.53
90.55
5+50
89.96
89.90
0.50%
0.67%
0.71%
0.50%
GBS: 0+60.00
GBE: 92.40
GBS: 2+30.00
GBE: 92.39
HIGH POINT ELEV = 91.10
HIGH POINT STA = 4+40.89
PVI STA: 4+77.01
PVI ELEV: 90.86
K: 110.94
LVC: 72.25
BVCS: 4+40.89
BVCE: 91.10
EVCS: 5+13.14
EVCE: 90.38
HIGH POINT ELEV = 92.75
HIGH POINT STA = 1+50.52
PVI STA: 1+58.28
PVI ELEV: 92.89
K: 77.60
LVC: 93.89
BVCS: 1+11.33
BVCE: 92.66
EVCS: 2+05.23
EVCE: 92.56
HP ELEV
92.75
1.32%
PROPOSED PROFILE (TYP.)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-6-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
DIMENSION PLAN
6
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
MATCHLINE - STA. 5+50 - SHEET 7
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION AND SEDIMENT CONTROL PLAN
PROFILE OF BROOKSIDE PLACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
76
80
85
90
95
76
80
85
90
95
5+50
89.96
89.90
6+00
89.21
89.24
88.56
88.58
7+00
87.68
87.77
86.42
86.57
8+00
84.94
85.03
83.36
83.45
9+00
81.87
81.87
80.53
80.58
10+00
79.63
79.69
78.70
78.83
11+00
77.86
77.95
3.17%
1.64%
1.77%
GBS: 10+26.05
GBE: 79.26
HIGH POINT ELEV = 88.49
HIGH POINT STA = 6+56.43
PVI STA: 7+15.39
PVI ELEV: 87.72
K: 63.72
LVC: 117.92
BVCS: 6+56.43
BVCE: 88.49
EVCS: 7+74.35
EVCE: 85.85
LOW POINT ELEV = 80.02
LOW POINT STA = 9+79.90
PVI STA: 9+35.00
PVI ELEV: 80.75
K: 58.80
LVC: 89.80
BVCS: 8+90.10
BVCE: 82.18
EVCS: 9+79.90
EVCE: 80.02
1.32%
3.17%
1.64%
PROPOSED PROFILE (TYP.)
HILLSIDE
PLACE
H
Y
D
ARNET PLACE
BROOKSIDE PLACE
6" W
LOM/LOP
LOM/
LOP
S
6+00
7+00
8+00
9+00
10+00
11+00
6" W
6" W
6" W
2-4" Y
2-4" Y
2-4" Y
S
S
'B' INLET S-11
GR: 81.56
INV.(IN): 78.66 (P-12)
INV.(IN): 78.91 (P-11)
INV.(OUT): 78.66 (P-10)
'B' INLET S-14
GR: 88.62
INV.(OUT): 86.36 (P-13)
'B' INLET S-13
GR: 88.87
INV.(IN): 86.18 (P-13)
INV.(OUT): 85.93 (P-12)
267 L.F. 18" RCP @
1.79% (P-10)
298 L.F. 18" RCP @
2.44% (P-12)
36 L.F. 15" RCP @
0.50% (P-11)
36 L.F. 15" RCP @
0.50% (P-13)
'B' INLET S-12
GR: 81.38
INV.(OUT): 79.09 (P-11)
PC: 6+70.23
PT: 7+96.03
Mid: 7+33.13
R20'
R20'
R17.5'
R17.5'
30'
30'
30'
80
85
78
79
81
82
83
84
86
87
88
89
80
85
90
78
79
81
82
83
84
86
87
88
89
80
85
78
79
81
82
83
84
86
87
88
89
RESET PAVER
DRIVEWAY
RESET PAVER DRIVEWAY
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
GRANITE CURB (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
12" W (TYP.)
12" W (TYP.)
RESET EXISTING
SANITARY SEWER
MANHOLE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
EXISTING TREE TO BE
REMOVED
EXCAVATE TEST PIT OVER EXISTING GAS
MAINS (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY)
EXCAVATE TEST PIT OVER EXISTING GAS
MAINS (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY)
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
EXCAVATE TEST PIT OVER EXISTING WATER MAIN (CONFIRM
LOCATION IN THE FIELD WITH THE ENGINEER AND THE UTILITY -
REFER TO APPENDIX B OF THE SPECIFICATIONS FOR WATER MAIN
PLANS PREPARED BY NEW JERSEY AMERICAN WATER (NJAW))
EXCAVATE TEST PIT OVER EXISTING WATER MAIN (CONFIRM
LOCATION IN THE FIELD WITH THE ENGINEER AND THE UTILITY -
REFER TO APPENDIX B OF THE SPECIFICATIONS FOR WATER MAIN
PLANS PREPARED BY NEW JERSEY AMERICAN WATER (NJAW))
BOTTOM OF STORM PIPE: 78.83
TOP OF SANITARY PIPE: 74.48
DEPRESSED CURB (TYP.)
FLUSH CURB
FLUSH
CURB
FLUSH CURB
FLUSH CURB
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
DETECTABLE WARNING
SURFACE (TYP.)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-7-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
DIMENSION PLAN
7
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
MATCHLINE - STA. 5+50 - SHEET 6
MATCHLINE - STA. 11+00 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
SOIL EROSION AND SEDIMENT CONTROL PLAN
PROFILE OF BROOKSIDE PLACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
70
75
80
70
75
80
11+00
77.86
77.95
77.06
77.06
12+00
76.26
12+25
75.83
GBS: 11+55.00
GBE: 76.98
1.77%
PROPOSED PROFILE (TYP.)
BEECH STREET
ORCHARD STREET
BROOKSIDE PLACE
LOM/LOP
R15'
R15'
R15'
LOM/
LOP
R25'
6" W
6" W
12" W
2-4" Y
2-4" Y
12" W
'B' INLET S-5
GR: 71.78
INV.(IN): 68.97 (P-5)
INV.(IN): 69.11 (P-6)
INV.(OUT): 68.11 (P-4)
'B' INLET S-6
GR: 71.55
INV.(OUT): 69.15 (P-5)
LOM/LOP
LOM/
LOP
12+25
13+00
14+00
15+00
16+00
R13'
R15'
6" W
12+25
12+00
24" W
24" W
2-4" Y
2-4" Y
2-4" Y
'B' INLET S-10
GR: 76.56
INV.(IN): 73.86 (P-10)
INV.(IN): 74.11 (P-8)
INV.(OUT): 73.86 (P-9)
'B' INLET S-9
GR: 76.69
INV.(OUT): 74.29 (P-8)
30'
30'
D
MH S-4
RIM: 70.45
INV.(IN): 66.78 (P-4)
INV.(OUT): 66.30 (P-3)
175 L.F. 24" PP @
0.76% (P-4)
36 L.F. 15" RCP @
0.50% (P-5)
143 L.F. 18" RCP @
0.75% (P-6)
54 L.F. 18" RCP @
1.29% (P-9)
PC: 16+17.91
D
MH BOX S-8
RIM: 75.86
INV.(IN): 73.16 (P-9)
INV.(OUT): 73.16 (P-7)
36 L.F. 15" RCP @
0.50% (P-8)
D
MH BOX S-7
RIM: 73.41
INV.(IN): 70.74 (P-7)
INV.(OUT): 70.18 (P-6)
APPROX. 36'
105 L.F. 18" RCP @
2.31% (P-7)
6" W
6" W
6" W
36'
5' (TYP.)
77
77
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CONCRETE CURB AND
GUTTER TO BE REMOVED
12" W (TYP.)
CONCRETE CURB AND
GUTTER TO BE REMOVED
EXISTING FENCE TO BE
RELOCATED BEHIND
PROPOSED SIDEWALK
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 6) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
9" X 18" CONCRETE
VERTICAL CURB
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
12" W (TYP.)
ASPHALT ROAD CONSTRUCTED VIA
MILL AND PAVE, ASPHALT OVERLAY
OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - SEE FULL DEPTH
RECONSTRUCTION MAP) (TYP.)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
INLET FILTER (TYP.)
EXISTING TREE TO BE
REMOVED
CONTRACTOR TO ENSURE
POSITIVE PITCH TO CURB
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
INV.: MATCH
EXISTING
INV.: MATCH
EXISTING
35 LF 8" SAN. DIP CL 52
@ EXISTING SLOPE
CONCRETE
CRADLE
EXCAVATE TEST PIT OVER EXISTING
WATER MAIN (CONFIRM LOCATION IN
THE FIELD WITH THE ENGINEER AND THE
UTILITY - REFER TO APPENDIX B OF THE
SPECIFICATIONS FOR WATER MAIN PLANS
PREPARED BY NEW JERSEY AMERICAN
WATER (NJAW))
BRACE EXISTING UTILITY POLE
IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE
AND UTILITY COMPANY
REQUIREMENTS (TYP.)
BOTTOM OF STORM PIPE: 71.32
TOP OF SANITARY PIPE: 70.28
EXCAVATE TEST PIT OVER
EXISTING GAS MAIN (CONFIRM
LOCATION IN THE FIELD WITH
THE ENGINEER AND THE UTILITY)
DEPRESSED CURB (TYP.)
FLUSH CURB
FLUSH CURB
FLUSH CURB
FLUSH CURB
FLUSH CURB
GRANITE CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB AT RAMP
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
OM-3R
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-8-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
DIMENSION PLAN
8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STA. 11+00 - SHEET 7
MATCHLINE - STA. 16+50 - SHEET 9
SOIL EROSION AND SEDIMENT CONTROL PLAN
H
Y
D
H
Y
D
SPRUCE STREET
BROOKSIDE PLACE
HARVARD
ROAD
BROWN TERRACE
LOM/LOP
LOM/LOP
LOM/LOP
6" W
12" W
2-4" Y
6" W
6" W
6" W
6" W
12" W
2-4" Y
'B' INLET S-2
GR: 67.74
INV.(IN): 65.05 (P-2)
INV.(IN): 63.75 (P-3)
INV.(OUT): 63.75 (P-1)
INLET, SP-1 S-3
GR: 67.63
INV.(OUT): 65.23 (P-2)
17+00
18+00
19+00
20+00
21+00
22+00
2-4" Y
2-4" Y
2-4" Y
2-4" Y
364 L.F. 24" PP @
0.48% (P-1)
APPROX. 36'
APPROX. 36'
36 L.F. 15" RCP @
0.50% (P-2)
310 L.F. 24" PP @
0.82% (P-3)
Mid: 16+51.27
PT: 16+84.63
PREVIOUSLY
CONSTRUCTED ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
12" W (TYP.)
12" W
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
INLET
FILTER
(TYP.)
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
EXCAVATE TEST PIT OVER
EXISTING GAS MAIN (CONFIRM
LOCATION IN THE FIELD WITH
THE ENGINEER AND THE UTILITY)
EXCAVATE TEST PIT OVER
EXISTING GAS MAIN (CONFIRM
LOCATION IN THE FIELD WITH
THE ENGINEER AND THE UTILITY)
BOTTOM OF STORM PIPE: 64.65
TOP OF SANITARY PIPE
(APPROXIMATE): 62.55
EXISTING CURB TO REMAIN
EXISTING CURB TO REMAIN
DEPRESSED CURB (TYP.)
EXCAVATE TEST PIT OVER
EXISTING GAS MAIN (CONFIRM
LOCATION IN THE FIELD WITH
THE ENGINEER AND THE UTILITY)
9" X 18" CONCRETE
VERTICAL CURB
9" X 18" CONCRETE
VERTICAL CURB
BROOKSIDE PLACE
WILLOW STREET
RAHWAY RIVER
BRANCH
LOM/LOP
23+00
24+00
25+00
2-4" Y
D
DOGHOUSE MH (5' DIA.) S-1
RIM: 66.28
INV.(IN): 62.00 (P-1)
INV. (IN): 61.6± (E11)
INV. (OUT): 61.3± (E11)
APPROX. 36'
PC: 24+01.71
Mid: 24+32.90
PT: 24+64.09
EP: 25+20.64
FACE OF RAIL TO BE FLUSH WITH FACE OF
CURB ALONG CURVE
STA. 25+17.56
16.75' LT
BEAM GUIDE RAIL ANCHORAGE
STA. 23+67.00, 18.10' LT
R=75'
R=60'
50' TANGENT TERMINAL
4' NON-VEGETATIVE
SURFACE, HMA (TYP).
BEAM GUIDE RAIL (TYP.)
INSTALL NEW BICYCLE SAFE
GRATE AND ECO-HEAD (TYP.)
INLET FILTER (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
DEPRESSED CURB (TYP.)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-9-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
DIMENSION PLAN
9
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STA. 16+50 - SHEET 8
MATCHLINE - STA. 22+00 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STA. 22+00 - THIS SHEET
SOIL EROSION AND SEDIMENT CONTROL PLAN
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 1+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.29
TC:92.55
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 1+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.28
TC:92.67
92.47
92.47
-4.25%
-2.50%
1.60%
0.50%
0.50% 0.30%
-4.25%
-2.50%
0.54%
1.00%
1.00%
4.09%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.32
TC:92.58
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 1+45
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.32
TC:92.71
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 1+60
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.44
TC:92.57
92.48
92.48
92.48
-4.25%
-2.50%
0.82%
1.00%
1.00%
0.70%
-4.25%
-2.50%
1.10%
1.00%
1.00% 1.41%
-4.25%
-2.50%
1.10%
0.50%
0.50%
0.39%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:92.29
TC:92.55
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 2+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.90
TC:92.29
92.50
92.51
-4.25%
-2.50%
1.26%
0.50%
0.50%
1.93%
-4.25%
-2.50%
2.55%
1.00%
1.00% 1.52%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.98
TC:92.11
92.51
-4.25%
-2.50%
3.04%
0.50%
0.50%
1.51%
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-10-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
10
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.73
TC:91.99
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 2+60
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.80
TC:92.06
92.46
92.20
-4.25%
-2.50%
3.12%
0.50%
0.50%
0.47%
-4.25%
-2.50%
5.47%
0.50%
0.50%
-8.06%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.07
TC:91.20
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 3+36.07
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:91.63
91.95
91.81
91.47
-2.29%
-2.50%
6.09%
-4.22%
-2.50%
7.97%
-4.25%
-2.50%
3.21%
1.00%
1.00%1.84%
-5.78%
TC:91.67
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.73
TC:90.99
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.67
TC:91.06
91.21
91.09
-4.25%
-2.50%
6.15%
0.72%
-4.25%
-2.50%
6.34%
0.50%
0.50%
1.42%
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.81
TC:91.20
91.34
-4.25%
-2.50%
6.66%
0.50%
0.50% 0.46%
TC:90.81
TC:91.20
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-11-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
11
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+60
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.65
TC:90.78
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 4+95
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.17
TC:90.56
90.98
90.58
-4.25%
-2.50%
6.26%
5.54%
-4.25%
-2.50%
3.28%
1.56%
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.11
TC:90.51
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:89.59
TC:89.85
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 5+15
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:90.05
TC:90.19
90.53
90.36
89.96
-4.25%
-2.50%
4.40%
7.64%
-4.25%
-2.50%
1.49%
5.63%
-4.25%
-2.50%
4.75%
5.78%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:88.93
TC:89.19
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 5+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:89.33
TC:89.46
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 6+35
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:88.60
89.66
89.21
88.81
-4.25%
-2.50%
3.44%
7.87%
-4.25%
-2.50%
7.42%
8.14%
0.00%
-2.50%
3.06%
3.08%
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-12-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
12
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:88.40
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 6+70.23
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:87.99
TC:88.25
88.56
88.21
-1.28%
-2.50%
1.91%
3.49%
-4.25%
-2.50%
3.16%
4.66%
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 7+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:87.46
TC:87.60
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 7+33.13
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:86.71
TC:86.98
87.68
86.85
-4.25%
-2.50%
0.92%
3.64%
-4.25%
-2.50%
2.74%
3.01%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:86.13
TC:86.53
86.42
-4.25%
-2.50%
2.83%
4.08%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 7+96.03
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:84.85
TC:85.11
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:84.73
TC:84.99
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 7+60
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:85.98
TC:86.11
86.12
85.05
84.94
-4.25%
-2.50%
5.44%
-4.25%
-2.50%
0.39%
4.22%
-4.25%
-2.50%
1.34%
3.24%
0.39%
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-13-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
13
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:83.14
TC:83.40
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 8+15
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:84.25
TC:84.38
84.46
83.36
-4.25%
-2.50%
0.58%
6.78%
-4.25%
-2.50%
1.74%
5.04%
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
82.61
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 8+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:82.35
TC:82.48
-4.25%
-2.50%
1.28%
8.24%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 9+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:81.83
TC:81.69
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 9+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:81.13
81.35
81.87
-3.16%
-2.50%
3.62%
5.34%
-1.72%
-2.50%
3.77%
0.67%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 9+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 9+65
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:79.97
TC:80.10
7.76%
80.53
80.27
-2.00%
-2.50%
1.52%
-2.93%
-2.50%
2.30%
6.90%
-4.25%
-2.50%
3.22%
9.71%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 9+26.66
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:80.96
81.18
TC:80.54
TC:80.41
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-14-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
14
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
TYPICAL CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
40
-30
-40
50
ROADWAY WIDTH
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE (TYP.)
HOT MIX ASPHALT 12 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASHPALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
GRANITE CURB (TYP.)
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:79.38
TC:79.64
79.63
-4.25%
-2.50%
4.31%
11.08%
-4.25%
-2.50%
1.47%
9.34%
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 10+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:78.57
TC:78.84
78.89
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:78.53
TC:78.79
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
TC:77.64
TC:77.91
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 11+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
50
0
-10
-20
-30
-40
78.70
77.86
77.06
TC:76.76
TC:77.02
-4.25%
-2.50%
2.34%
-4.25%
-2.50%
3.31%
8.11%
-4.25%
-2.50%
1.97%
2.79%
0.50% MINIMUM
CROSS SECTION OF BROOKSIDE PLACE ALIGNMENT
STATION: 12+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
50
0
-10
-20
-30
-40
76.26
MILL AND PAVE
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT.dwg\C-15-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CROSS SECTIONS
15
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
H
Y
D
WAVERLY
PLACE
GALLOWS
HILL ROAD
BROOKSIDE PLACE
HILLSIDE
PLACE
H
Y
D
ARNET PLACE
BROOKSIDE PLACE
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 11+00 - SHEET 17
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT-PAVE
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT-PAVE.dwg\C-16-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
FULL DEPTH
RECONSTRUCTION MAP
16
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
BEECH STREET
ORCHARD STREET
BROOKSIDE PLACE
MATCHLINE - STA. 11+00 - SHEET 16
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT-PAVE
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-LAYT-PAVE.dwg\C-17-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
FULL DEPTH
RECONSTRUCTION MAP
17
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CONSTRUCTION DETAILS
18
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
2
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
3
05/01/17
MCNJ-SOIL-EROS-2100
PROTECTED ROOT
ZONE (PRZ)
DBH @ 4.5'
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
3.
TILE AND GRAVEL WILL ALLOW AIR CIRCULATION TO ROOT ZONE UNDER A FILL.
(IN FEET)
TREE PROTECTION IN FILL
AREAS DETAIL
NOT TO SCALE
4
05/01/17
MCNJ-SOIL-EROS-2101
DBH @ 4.5'
PROTECTED ROOT
ZONE (PRZ)
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
(IN FEET)
TREE PROTECTION IN CUT
AREAS DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2102
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-2500
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
20.
TOPSOIL STOCKPILE PROTECTION
20.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
20.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
20.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
20.f.
PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE.
21.
TEMPORARY STABILIZATION SPECIFICATIONS
21.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
21.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
21.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
22.
PERMANENT STABILIZATION SPECIFICATIONS
22.a.
APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)
22.b.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.c.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
22.d.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
22.e.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.f.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
NOTE: 72 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE IN WRITING, SHALL BE GIVEN
TO THE UNION COUNTY SOIL CONSERVATION DISTRICT AND A PRE-CONSTRUCTION
MEETING HELD.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- SILT FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
1 WEEK
- COMPLETE GRADING
3 WEEKS
- INSTALL CURBING AND DRAINAGE
2 WEEKS
- PAVEMENT IMPROVEMENTS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 10 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL EXCEPT TOPSOIL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL EXCEPT
TOPSOIL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE = 75,208 SF OR 1.73 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT
BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11 THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION, MULCH ANCHORING AND MAINTENANCE. ALL
GRADING SHOULD BE DONE IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE STANDARD FOR
TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON
SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR
MORE IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH
AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE
LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500
POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE IN
ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS
THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE
SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE
LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE SHOULD BE SCARIFIED 6"
TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE
IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES. THE FINAL
HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE
UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION AND OTHER
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS OR OTHER UNSUITABLE
MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED WITHIN THE DATES
SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE
(CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED,
HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24
HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER
MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK, WITH AN AGITATION SYSTEM
AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE
PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE
APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT
OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS
TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS,
STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL
CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED
METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER
CONSERVATION ON SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR SALT HAY TO BE
APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT
THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE
AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO
THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER
PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER OR LIQUID MULCH
BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER
CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500
POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED
BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO
FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
05/01/17
MCNJ-SOIL-NOTE-1013
MOD: 07/07/20
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
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VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
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n FLORIDA
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n GEORGIA
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n COLORADO
C-DTLS
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DTLS.dwg\C-19-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
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.
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.
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.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CONSTRUCTION DETAILS
19
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
4" DOUBLE YELLOW
STOP BAR LINE WITH "STOP" MARKING DETAIL
N.T.S.
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
N.T.S.
RESET EXISTING CASTING
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. COVERS FOR SEWER MANHOLES SHALL BE MARKED "SEWER".
6. COVERS FOR DRAIN MANHOLES SHALL BE MARKED "DRAIN".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1202B
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
MILLED AREA
EXISTING PAVEMENT
CURB
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
VARIES
VARIES
TYPICAL ROAD SECTION
N.T.S.
VARIABLE ROAD WIDTH - SEE PLAN
CURB WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CURB WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% TYP.
2% MAX
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
25' (TYP.)
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
RECONSTRUCTED INLET OR MANHOLE, USING EXISTING CASTING
N.T.S.
CURB
SURFACE COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT WIDE
(PRECAST OR MADE
ON SITE)
REMOVE EXISTING CASTING
WALL AS REQUIRED
NEW
MATERIAL
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MAX. CROSS SLOPE 14" PER FOOT TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PERFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
3/4" CLEAN CRUSHED
STONE, 4" THICK
N.T.S.
SLOPE 1
4" PER FT
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2"
2"
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
5' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
PREMOLDED
EXPANSION
JOINTS
GRANITE
BLOCK CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
N.T.S.
RESET PAVER DETAIL
NOTES:
1.
EXISTING PAVERS SHALL BE RESET AT SIDEWALKS AS SHOWN ON THE
PLANS AND DIRECTED IN THE FIELD BY THE ENGINEER.
2.
ALL COSTS ASSOCIATED WITH THE RESETTING OF EXISTING PAVERS,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL
AND BASE COURSE SHALL BE INCLUDED IN THE SQUARE FOOT PRICE
BID FOR RESET PAVERS.
VARIABLE
2 3/8" & 1 1/2"
BRICK PAVER
2" SAND
SETTING
BED
SAND FILLED JOINTS
4" DGA
FILTER FABRIC
COMPACTED SUB GRADE
8"
5'-10"
8'-0"
ROADWAY EXCAVATION
COMPACTED SUBGRADE
FULL DEPTH REPAIR (IF & WHERE DIRECTED)
N.T.S.
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
STOP BAR
12" WHITE STOP LINE (TYPICAL)
(24" WHITE STOP LINE AT
SIGNALIZED INTERSECTIONS)
NJDOT CLASS "B"
CONCRETE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
9"
18"
8"
2' REPAIR
SEE PLAN
4"
6"
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH
PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FONT FACE AND TOP
OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR
THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. TYPICAL CURB HEIGHTS:
· FULL HEIGHT: 4"
· ALL DRIVEWAYS: 2"
· ALL CURB RAMPS: FLUSH
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB
N.T.S.
NJDOT CLASS "B"
CONCRETE
1-3/8"
5-5/8"
28-15/16"
27"
38"
46"
PLAN
No. 1230A
SQUARE MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1230A, OR APPROVED EQUAL
N.T.S.
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
PER PLANS
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B"
CONCRETE
(SEE NOTE
#1)
GRANITE BLOCK CURB
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT
HAY, BURLAP OR OTHER METHOD ACCEPTABLE TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP
ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS
MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN
THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY
BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
3"
14"
4"
(TYP.)
8"
MIN.
18"
2" (TYP.)
DEPRESSED GRANITE BLOCK CURB AT DRIVEWAY
N.T.S.
DRIVEWAY OPENING VARIES
18" MAX
MAINTAIN FULL DEPTH (18")
AT DRIVEWAY
PAVEMENT SURFACE
N.T.S.
TYPICAL CURB LAYOUT AT PROPOSED INLETS
PROPOSED 'B' INLET
DRAINS TO RIVER
DUMP NO WASTE
3'
8'
30°'
30°'
R5'
R5'
4'
8'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DTLS.dwg\C-20-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CONSTRUCTION DETAILS
20
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF
TERMINAL INLETS AND BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET
PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
PROVIDE COPOLYMER PLASTIC, STEEL
REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATE TO BE CAMPBELL
FOUNDRY PATTERN NO. 2618 OR APPROVED
EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED,
WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO
INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE
INCREASED 12" IN WIDTH AND 12" IN DEPTH.
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
TYPE 'B' INLET
N.T.S.
DOGHOUSE MANHOLE
N.T.S.
NOTES:
1. SEE PRECAST STANDARD MANHOLE DETAIL FOR TYPICAL
INSTALLATION.
2. PRECAST MANHOLE SECTION TO BE IN ACCORDANCE WITH
ASTM DESIGNATION C-478.
FLOW
FLOW
FLOW
PLAN
ELEVATION
PROPOSED PIPE
EXISTING PIPE
PROPOSED
PIPE
#6 BARS @
12" O.C.
EACH WAY
EXISTING
PIPE
4'-0" (TYP.)
MH BASE WIDTH + 12" MIN.
3"
6"
MIN.
MIN. 6"
EMBEDMENT
MIN. 12"
NJDOT
CLASS B
CONCRETE
6" THICK NO. 57 STONE
ON UNDISTURBED SOIL
PSX: DIRECT DRIVE WITH CORRUGATED PIPE
ADAPTER (AS APPROPRIATE) AS MANUFACTURED BY
PRESS-SEAL CORPORATION OR APPROVED EQUAL
PIPE TO CONCRETE STRUCTURE CONNECTOR
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL MEET THE REQUIREMENTS OF
ASTM C-923. THIS CONNECTION IS TO BE USED IN ALL MANHOLES AND INLETS.
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
N.T.S.
STORM MANHOLE
REINFORCING
PER ASTM C-478
LATEST REVISION
SEAL WITH
BUTYLE RUBBER
(ASTM C-990)
POLYPROPYLENE RUNGS
ADJUST TO GRADE AS
REQ'D USING GRADE
RINGS
REINFORCING
PER ASTM C-478
LATEST
REVISION
CHANNEL: PRECAST
2" SHELF
5"
60" OR 72" DIA.
5"
24" - 72"
24"
24"
OR
36"
12" (TYP.)
SLOPE
NON-SKID SURFACE
A-LOK X-CEL CAST-IN
FLEXIBLE PIPE TO
MANHOLE
CONNECTOR, OR
APPROVED EQUAL
6" NO. 57 STONE BEDDING
3" MIN.
1" CLR.
GENERAL MANHOLE NOTES:
1. MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
2. CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH PRECAST CONCRETE GRADE RINGS, AS REQUIRED,
12 INCHES MAXIMUM.
3. WHERE EXISTING PIPE IS TO BE CONNECTED TO NEW MANHOLE, 5 FEET OF NEW PIPE AND COUPLINGS SHALL BE
INCLUDED IN COST OF MANHOLE.
4. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478, "PRECAST REINFORCED CONCRETE MANHOLE
SECTIONS."
5. REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD CONDITIONS.
6. PROVIDE PRECAST MANHOLE SLAB IN LIEU OF STANDARD PRECAST TOP SECTION FOR MANHOLES HAVING 6'-9" DEPTH OR
LESS.
3' MIN.
6"MIN.
STORM SEWER/UTILITY
SANITARY PIPE
VARIES
OD/2
6"X6"-6/6
WELDED WIRE
FABRIC
UNDISTURBED SOIL
3'-0"
MIN.
MIN.
6"
CLASS "B"
CONCRETE
DIA.
DIA.
6"
MIN.
STORM SEWER/UTILITY
SEWER PIPE
6"
MIN.
UNDISTURBED SOIL
CONCRETE ENCASEMENT
N.T.S.
NOTES:
1. TO BE CONSTRUCTED WHERE SHOWN ON THE PLANS OR WHERE CLEARANCE
BETWEEN SANITARY SEWER PIPE AND WATER MAIN IS LESS THAN 10' HORIZONTAL
AND 18" VERTICALLY OR AS DIRECTED IN THE FIELD BY THE ENGINEER.
PROPOSED CONCRETE
CRADLE TO SUPPORT
CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT
EXCAVATED MATERIAL
- SEE SANITARY DETAIL
PROPOSED STORM
PIPE/UTILITY
18"
CONCRETE CRADLE
N.T.S.
FINISHED GRADE
SEWER PIPE
MCNJ-SITE-HADA-2100
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
REFER TO TABLE
1/2 O.D.
PAVEMENT SECTION (REFER
TO PAVEMENT REPAIR DETAIL)
NJDOT NO.
57 STONE
BEDDING
1/4 O.D. OR 6" MIN.
D
N.T.S.
PP & RCP PIPE BEDDING
MINIMUM TRENCH WIDTHS
PIPE DIAM.
MIN.TRENCH WIDTH
18"
39"
24"
48"
15"
34"
3'-0"
SECTION A-A
8"
8"
VARIABLE
MANHOLE BOX (3' X 3')
N.T.S.
4'-0"
3'-0"
8"
6"
8"
7"
VARIABLE
4'-0"
SECTION B-B
STRUCTURE
FOUNDATION
TO BE EXTENDED
6" WHERE DEPTH
EXCEEDS 8' EXCEPT
IN ROCK
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & GRATED LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
6" NJDOT NO.
57 STONE
BEDDING
6" NO. 57 STONE
BEDDING
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED
AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
INLETS SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X7" X 12" ALUMINUM LADDER RUNGS, 12" O.C. OR COPOLYMER
POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL REINF. MA INDUSTRIES
PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, 12" O.C.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1230A, SQUARE
FLANGE FLARED TYPE FRAME OR APPROVED EQUAL.
5.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" MEASURED
FROM THE TOP OF GRATE TO INVERT, SHALL BE 12" IN WIDTH AND 12" IN DEPTH.
6.
REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD
CONDITIONS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
BACKFILL:
DENSE GRADED AGGREGATE
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO
PAVEMENT REPAIR DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
(PIPE O.D.)/2
PIPE (REFER TO PLAN)
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
DIP SANITARY/STORM SEWER TRENCH DETAIL
N.T.S.
NOTES:
1.
PIPE SHALL BE CERAMIC EPOXY, PROTECTO 401, OR APPROVED EQUAL DUCTILE
IRON PIPE (DIP), THICKNESS CLASS 52 WITH EXTERIOR ASPHALTIC COATING.
2.
ALL DIP PIPE SHALL BE POLYETHYLENE ENCASED, AS PER THE PROVISIONS OF
ANSI/AWWA C105/A21.5
SECTION
PROPOSED PIPE CONNECTION TO EXISTING PIPE
N.T.S.
8" DIP PIPE, CLASS 52
EXISTING PIPE
FLEXIBLE COUPLING WITH
STAINLESS STEEL SHEER RING
PIPE BEDDING AS PER SANITARY SEWER
TRENCH DETAIL
NOTE:
1.
ENSURE PIPE BEDDING INSTALLED AS PER SANITARY SEWER TRENCH DETAIL AND IS
INSTALLED UNDERNEATH FLEXIBLE COUPLING WITH STAINLESS STEEL SHEET RING.
PIPE
TO PAVEMENT
SECTION
DENSE GRADED
AGGREGATE
SECTION B-B
SECTION A-A
4'-0"
VARIES
7"
2'-6"
VARIES
6"
6"
CURB
BRICK AND MORTAR
TO GRADE, 12"
MAXIMUM
6" OR 8" PRECAST
CONCRETE (SEE NOTE #5)
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
LADDER RUNGS 12" O.C.
FRAME & GRATE
DEPTH OF CONCRETE
INVERT TO BE 0.80 THE
DIAMETER OF THE MAIN
LINE (SEE NOTE # 1)
8"
8"
SPECIAL INLET, SP-1 DETAIL
8"
N.T.S.
SPECIAL INLET, SP-1 INLET FRAME AND GRATE
N.T.S.
BRICK AND MORTAR
TO GRADE, 12"
MAXIMUM
PLAN
A
A
B
B
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND
SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA.
GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED
EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN # 2617 WITH 6" OR 8" TYPE N ECO
CURB PIECE, OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE
FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
FRAME AND
GRATE
CURB
2"
6"
6"
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
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n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT065\Engineering\Site Plans\C-DTLS.dwg\C-21-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
NJDOT FY 2019 -
BROOKSIDE PLACE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
1/30/20
BAK
PWJ
CDT065
36
1
6/03/20
BAK
REVISED PER NJDOT COMMENTS
2
6/15/20
BAK
REVISED PER CURB CHANGES
3
6/17/20
BAK
REVISED FOR SCD SUBMISSION
4
7/7/20
BAK
REVISED PER SCD COMMENTS
5
3/5/21
BAK
REVISED PER TOWNSHIP COMMENTS
6
4/2/21
BAK
REVISED PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CONSTRUCTION DETAILS
21
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW
BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE
PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR
SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL
PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE
SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS
ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON
THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18
INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL
BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL
BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL
DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT SUBJECT TO
CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR
EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER
FINAL GRADING. MULCH WILL BE USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF
IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE
NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT TO
EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE,
ACCORDING TO THE NJ STATE STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE
INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
NOT IN PROJECT.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE
OF ANY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE
ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE
VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY
ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL
OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE THE
PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH
FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN
SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE
SYSTEM BECOMING OPERATIONAL.
13.
NOT IN PROJECT.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF COMPLIANCE.
CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF CONSTRUCTION
PROJECT.
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS THAT
ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT.
18.
NOT IN PROJECT.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC
CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED (2007) AND "ELECTRICAL BUREAU
STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL
OF THE ENGINEER.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNTWS SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-159-1.2
CD-159-1.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-159-6.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
OM-3R
N.T.S.
12" X 36"
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: CDT0078 Inflow and Infiltration Phase 2 Bid Opening May 4th ---
MOHAWK
DRIVE
ONEIDA
PLACE
CHEROKEE
ROAD
IROQUOIS
PLACE
HILLSIDE AVENUE
MENDELL AVENUE
COLLINS STREET
WALL STREET
STREET
STREET
YARMOUTH ROAD
SAMOSET
ROAD
RAMAPO ROAD
CAYUGA ROAD
CAYUGA
McCLELLAN STREET
GRANT STREET
ARTHUR STREET
HAYES STREET
MYRTLE STREET
PARK TERRACE
PARK STREET
CORPORATION
ROAD
RAMAPO ROAD
PROJECT LOCATION
(BASE BID)
CRANFORD TERRACE
ROSE
EDWARD PLACE
PHILLIPS
GARDEN PLACE
CENTENNIAL
AVENUE
(COUNTY ROUTE NO. 615)
MUNSEE DRIVE
CRANE PARKWAY
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0078\Phase 2\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
COVER
1
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2019 WITH
AMENDMENTS THERETO SHALL GOVERN
INDEX OF SHEETS
SHEET #
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 6
EXISTING CONDITIONS PLAN
7 - 11
DIMENSION PLAN
12 - 18
CROSS SECTIONS
19 - 20
CURB RAMP GRADING PLAN
21
SOIL EROSION & SEDIMENT CONTROL DETAILS
22 - 24
CONSTRUCTION DETAILS
25 - 28
NJDOT TRAFFIC CONTROL DETAILS
29 - 32
NJDOT CONSTRUCTION DETAILS
N
S
E
W
NORTH
CONSTRUCTION PLANS
FOR
INFLOW AND INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
KEY MAP
0
300
300
SCALE : 1" = 300'
BRIAN ANDREWS, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
GINA BLACK, COMMISSIONER
TERRENCE CURRAN, COMMISSIONER
KATHLEEN MILLER PRUNTY, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
RYAN GRECO, INTERIM ADMINISTRATOR
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0078\Phase 2\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
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.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SURVEY NOTES:
1.
ALL EXISTING DEPICTED ON THIS PLAN (EXCLUDING THE BELOW NOTE) ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "PARTIAL BOUNDARY AND TOPOGRAPHIC SURVEY FOR PORTION OF BLOCK 598, LOT 1,
BLOCK 551, LOTS 10, 11 & 12, BLOCK 544, LOT 1 - CRANFORD TERRACE; MUNSEE DRIVE; EDWARD PLACE; PHILLIPS STREET; GARDEN PLACE" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 04/25/22, LAST REVISED 08/03/22.
2.
EXISTING STORMWATER FEATURES (INLETS, MANHOLES, PIPING) ON CRANE PARKWAY, WALL STREET, MUNSEE DRIVE, CRANFORD TERRACE, ROSE STREET, EDWARD PLACE, PHILLIP STREET AND GARDEN PLACE ARE BASE ON
INFORMATION FROM THE PLAN ENTITLED "CONSTRUCTION PLANS FOR INFLOW AND INFILTRATION 2022" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 06/24/22, LAST REVISED
2/22/23.
3.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD 1983 ADJUSTMENT.
4.
THE ELEVATIONS SHOWN HERON ARE RELATIVE TO N.A.V.D. 1988 ADJUSTMENT
GENERAL NOTES
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED
BY CONTRACT DOCUMENTS:
A.
N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B.
N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C.
“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.
CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E.
CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F.
CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO USED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR
TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12.
FLUSH CONCRETE CURB SHALL BE INSTALLED IN FRONT OF CURB RAMPS.
13.
ALL EXISTING FEATURES SHOWN ON THIS PLAN ARE APPROXIMATE AND BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE
FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE
ANY CONSTRUCTION BEGINS.
UTILITY NOTES:
1.
UNDERGROUND UTILITIES WITHIN OFF-SITE STREETS AND FEATURES WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED UTILITIES MAY BE
PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT
GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS GENERALLY PRESENT OVER THE TOP CENTER OF THE TARGET BUT MAY BE
LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS OF LOCAL INTERFERENCE. FEATURE MAY BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS, LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES WITHIN THE DUCT BANK, THE ACTUAL HORIZONTAL AND VERTICAL
DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA) MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES; THEREFORE IT IS POSSIBLE THAT SOME PLOTTED FEATURES MAY REPRESENT
OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT BE TRACED ENTIRELY WITHIN THE PROJECT LIMITS. THE UTILITY MAY
CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE GEOPHYSICAL DATA BEYOND THESE POINTS, IT COULD NOT BE MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH INFORMATION, DEPTHS ARE NOT PROVIDED FOR UTILITIES LOCATED WITH
RFLS, BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 4 FEET. UTILITIES BELOW THIS DEPTH WERE NOT CONSISTENTLY DETECTED WITH GPR. THERE MAY BE OTHER UTILITIES PRESENT
AT THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY POSITION ARE MADE OUTSIDE OF THESE BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY
COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE
PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
17.
WATER VALVE BOXES GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
18.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT SHALL BE
MADE FOR THE RESETTING OF MISCELLANEOUS UTILITY EQUIPMENT, INCLUDING VALVE BOXES, CLEANOUTS, METERS, ETC. WITHIN SIDEWALK AND DRIVEWAY AREAS.
19.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
20.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING OPERATIONS AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT SCHEDULE OR COMMENCING PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE
PAVEMENT BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION
BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL
POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE
LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT
LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT
LEAST FORTY-EIGHT (48) HOURS IN ADVANCE CONSTRUCTION.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE
IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS AND METHODS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS
WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH
DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO
EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESSIBLE CURB RAMP NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT FORMS, POURING CONCRETE AND CONSTRUCTING ACCESSIBLE CURB RAMPS TO MEET ADA STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF FIELD
CONDITIONS CONFLICT WITH INDICATED ACCESSIBLE CURB RAMP TYPES AND DETAILS PROVIDED HEREIN.
2.
THIS PROJECT MAY REQUIRE THE USE OF RECTANGULAR, RADIAL AND A COMBINATION OF RADIAL/RECTANGULAR DETECTABLE WARNING SURFACES. THE DETECTABLE WARNING SURFACES WILL BE MEASURED BASED ON
ACTUAL FINISHED PRODUCT AND NOT INCLUDE SECTIONS THAT ARE CUT AND DISCARDED.
3.
DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE AND THE COLOR SHALL CONTRAST FROM THE SURROUNDING MATERIAL.
4.
THE ENGINEER WILL INSPECT AND MEASURE THE FINAL CONDITION OF EACH CONSTRUCTED CURB RAMP. ALL CURB RAMPS FOUND NOT TO COMPLY WITH ADA STANDARDS SHALL BE DEMOLISHED AND REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS.
PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN
ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT
TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO
THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
5.
THE CONTRACTOR SHALL NOT TACK COAT OR ANY OTHER CONSTRUCTION MATERIAL OR DEBRIS ONTO ADJOINING ROADS OUTSIDE THE PROJECT LIMITS. ANY EXISTING STRIPING AND/OR PAVEMENT MARKINGS LOCATED
OUTSIDE THE PROJECT LIMITS THAT ARE IMPACTED, MARKED OR DAMAGED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVEMENT OPERATIONS, MUST BE RE-STRIPED
BY THE CONTRACTOR AT THE END OF CONSTRUCTION AT NO ADDITIONAL COST TO THE BOROUGH.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
FULL DEPTH CONCRETE PAVEMENT REPAIR,
HMA
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT SIDEWALK, 2" THICK
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
RESET MANHOLE
SET MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RECONSTRUCT INLET, TYPE B,
USING EXISTING CASTING
RESET GAS VALVE
RESET WATER VALVE
ADA RAMP SECTION
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
TRAFFIC MARKINGS, CURB PAINT (YELLOW)
TREE (W/TREEGATOR BAG)
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
TBR
H
Y
D
H
Y
D
D
WALL STREET
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
NSEE DRIVE
DE PER TAX MAP)
CRANE PARKWAY
(50' WIDE PER TAX MAP)
R A H W A Y R I V E R
R A H W A Y R I V E R
BP: 0+00.00
EP: 2+48.71
PC: 0+57.06
PC: 1+98.82
PT: 1+59.67
PT: 2+43.06
1+00
2+00
BP: 3+00.00
EP: 5+51.24
PC: 4+45.85
PT: 5+04.05
4+00
5+00
BP: 6+00.00
PC: 8+15.53
7+00
8+00
9+00
BP: 10+00.00
11+00
CRANE PARKWAY ALIGNMENT
STA. = 2+37.09
WALL STREET ALIGNMENT
STA. = 3+16.49
WALL STREET ALIGNMENT
STA. = 4+54.72
MUNSEE DRIVE ALIGNMENT
STA. = 6+15.16
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
N:659531.49
E:548599.48
N:659445.51
E:548829.80
N:659456.72
E:548786.67
N:659597.17
E:548855.42
N:659660.01
E:548932.31
N:659431.97
E:549057.13
S78° 23' 28.53"E
57.062
S66° 38' 01.44"E
39.154
S46° 21' 23.44"E
5.653
L=102.604, R=500.000
L=44.238, R=125.000
N31° 34' 29.17"E
145.852
N44° 54' 48.53"E
47.191
L=58.201, R=250.000
S54° 53' 22.36"E
215.533
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
3
MATCHLINE - MUNSEE DRIVE STA. 7+50 - SHEET 4
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Phase 2\Engineering\Site Plans\C-DEMO.dwg\C-3-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
EP: 9+38.14
PC: 8+15.53
PT: 9+30.74
8+00
9+00
BP: 10+00.00
11+00
12+00
13+00
14+00
BP: 24+00.00
EP: 26+82.13
25+00
26+00
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
CRANFORD TERRACE ALIGNMENT
STA. = 13+91.82
ROSE STREET ALIGNMENT
STA. = 24+64.03
N:659381.43
E:549111.21
N:659431.97
E:549057.13
N:659554.58
E:549488.11
N:659754.41
E:549288.95
S28° 29' 10.34"E
7.396
L=115.206, R=250.000
S44° 54' 10.56"E
282.131
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
4
MATCHLINE - MUNSEE DRIVE STA. 7+50 - SHEET 3
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 5
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Phase 2\Engineering\Site Plans\C-DEMO.dwg\C-4-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
PHILLIP
STREET
(40' WIDE PER
TAX MAP)
EDWARD
PLACE
15+00
16+00
17+00
18+00
19+00
20+00
BP: 27+00.00
BP: 30+00.00
CRANFORD TERRACE ALIGNMENT
STA. = 16+31.55
EDWARD PLACE ALIGNMENT
STA. = 27+14.95
CRANFORD TERRACE ALIGNMENT
STA. = 18+69.05
PHILLIP STREET ALIGNMENT
STA. = 30+49.14
N:660081.35
E:549636.89
N:659889.15
E:549493.08
N44° 59' 37.10"E
1392.700
H
Y
D
CENTENNIAL
AVENUE
(66' WIDE
PER TAX MAP)
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
GARDEN
PLACE
(40' WIDE PER TAX MAP)
23+93
21+00
22+00
23+00
BP: 34+00.00
CRANFORD TERRACE ALIGNMENT
STA. = 21+15.52
GARDEN PLACE ALIGNMENT
STA. = 34+15.28
N:660416.80
E:550041.88
N:660228.87
E:549832.11
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
5
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 4
MATCHLINE - CRANFORD TERRACE STA. 20+00 - THIS SHEET
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 6
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 6
MATCHLINE - CRANFORD TERRACE STA. 20+00 - THIS SHEET
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 6
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Phase 2\Engineering\Site Plans\C-DEMO.dwg\C-5-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EDWARD PLACE
(40' WIDE PER TAX MAP)
EP: 29+88.48
28+00
29+00
N:659685.29
E:549697.19
S45° 02' 05.10"E
288.481
PHILLIP STREET
(40' WIDE PER TAX MAP)
EP: 33+74.67
31+00
32+00
33+00
N:659815.92
E:549901.33
S44° 53' 32.26"E
374.672
GARDEN PLACE
(40' WIDE PER TAX MAP)
EP: 37+93.99
35+00
36+00
37+00
N:659950.72
E:550111.15
S45° 05' 28.72"E
393.992
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
6
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 5
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 5
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 5
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0078\Phase 2\Engineering\Site Plans\C-DEMO.dwg\C-6-EXST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
H
Y
D
D
WALL STREET
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
CRANE PARKWAY
(50' WIDE PER TAX MAP)
R A H W A Y R I V E R
R A H W A Y R I V E R
BP: 0+00.00
EP: 2+48.71
PC: 0+57.06
PC: 1+98.82
PT: 1+59.67
PT: 2+43.06
1+00
2+00
BP: 3+00.00
PC: 4+45.85
PT: 5+04.05
EP: 5+51.24
4+00
5+00
7+00
8+00
LOM/LOP
LOM/LOP
LOM/LOP
BP: 6+00.00
56.49
57.20
BC 56.61 (M.E.)
TC 56.94 (M.E.)
BC 56.58
TC 56.75
BC 56.52
TC 56.69
BC 56.50 (M.E.)
TC 56.83 (M.E.)
BC 55.95 (M.E.)
BC 55.92
BC 55.76 (M.E.)
TC 56.24 (M.E.)
TC 56.09
TC 55.96
TC 56.13 (M.E.)
BC 55.79
BC 61.78 (M.E.)
TC 62.16 (M.E.)
BC 61.88
TC 62.05
BC 62.59
TC 62.76
BC 62.69 (M.E.)
TC 63.10 (M.E.)
BC 64.03 (M.E.)
TC 64.46 (M.E.)
BC 64.12
TC 64.29
WALL STREET ALIGNMENT
STA. = 4+54.72
MUNSEE DRIVE ALIGNMENT
STA. = 6+15.16
CRANE PARKWAY ALIGNMENT
STA. = 2+05.77
WALL STREET ALIGNMENT
STA. = 3+16.49
INLET FILTER (TYP.)
PAVING LIMIT SHALL EXTENT 2'
BEYOND THE EXISTING ASPHALT SEAM
PAVING LIMIT SHALL EXTENT 2'
BEYOND THE EXISTING ASPHALT SEAM
PAVING LIMIT SHALL EXTENT 2'
BEYOND THE EXISTING ASPHALT SEAM
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE GRATE (TYP.)
CURB RAMP (TYPE 2) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION (REFER TO
CURB RAMP GRADING PLAN - SEE SHEET 19)
CONCRETE SIDEWALK,
4" THICK (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DEPRESSED CURB (TYP.)
RESET PAVER
DRIVEWAY (TYP.)
FLUSH CURB
DETECTABLE WARNING
SURFACE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
RESET EXISTING
CASTING (TYP.)
FULL DEPTH
CONCRETE PAVEMENT
REPAIR, HMA (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
12" SWL
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-7-LT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
7
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - MUNSEE DRIVE STA. 8+00 - SHEET 8
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
PROFILE OF CRANFORD TERRACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
60
65
70
75
60
65
70
75
10+00
65.82
66.37
66.38
11+00
66.65
66.70
66.86
66.96
12+00
67.12
67.23
67.40
67.49
13+00
67.69
67.75
68.04
68.02
14+00
68.63
68.62
14+50
69.32
69.37
0.82%
0.53%
1.49%
GBS: 10+24.75
GBE: 66.17
GBS: 13+64.65
GBE: 68.10
PROPOSED PROFILE
0.82%
0.53%
1.49%
GBS: 10+70.79
GBE: 66.54
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
MUNSEE DRIVE
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
ROSE STREET
(40' WIDE PER TAX MAP)
8+00
9+00
BP: 10+00.00
11+00
12+00
13+00
14+00
BP: 24+00.00
25+00
EP: 9+38.14
PC: 8+15.53
PT: 9+30.74
BC 64.03 (M.E.)
TC 64.46 (M.E.)
BC 64.12
TC 64.29
BC 64.70
TC 64.87
BC 64.79 (M.E.)
TC 65.28 (M.E.)
LOM/
LOP
BC 65.82
TC 66.15
BC 65.59 (M.E.)
TC 65.87 (M.E.)
BC 66.27
TC 66.60
BC 66.05 (M.E.)
TC 66.28 (M.E.)
6" SWL
6" SWL
6" SWL
6" SWL
MUNSEE DRIVE ALIGNMENT
STA. = 8+62.86
CRANFORD TERRACE ALIGNMENT
STA. = 10+14.88
CRANFORD TERRACE ALIGNMENT
STA. = 13+91.82
ROSE STREET ALIGNMENT
STA. = 24+64.03
INLET FILTER (TYP.)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION (REFER TO
CURB RAMP GRADING PLAN - SEE SHEET 19)
CONCRETE SIDEWALK,
4" THICK (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DEPRESSED
CURB (TYP.)
FLUSH CURB
DETECTABLE WARNING
SURFACE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH
CONCRETE PAVEMENT
REPAIR, HMA (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK
LOM/LOP
RE-GRADE EXISTING
LANDSCAPE AREA AS
REQUIRED (TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS (TYP.)
CURB RAMP (TYPE 5)
CONTRACTOR TO
COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND
CONSTRUCTION (REFER TO
CURB RAMP GRADING PLAN -
SEE SHEET 19)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION (REFER TO
CURB RAMP GRADING PLAN - SEE SHEET 19)
FLUSH CURB
FLUSH CURB
FLUSH
CURB
CAUTION
FENCE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
12" SWL
66
67
68
69
67
68
67
68
68
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-8-LT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
8
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - MUNSEE DRIVE STA. 8+00 - SHEET 7
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 9
MATCHLINE - ROSE STREET STA. 25+00 SHEET 11
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
PROFILE OF CRANFORD TERRACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
14+50
69.32
69.37
15+00
70.10
70.34
16+00
71.70
71.82
72.43
72.52
17+00
73.06
73.22
73.73
73.89
18+00
74.36
74.55
74.88
74.98
19+00
75.23
75.25
19+50
75.49
75.52
1.94%
1.46%
1.40%
1.31%
GBS: 15+04.00
GBE: 70.42
GBS: 17+24.00
GBE: 73.55
0.54%
PROPOSED PROFILE
GBS: 15+91.24
GBE: 71.69
1.94%
1.46%
1.40%
1.31%
GBS: 18+21.58
GBE: 74.87
H
Y
D
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
PHILLIP
STREET
(40' WIDE PER
TAX MAP)
EDWARD
PLACE
15+00
16+00
17+00
18+00
19+00
BP: 27+00.00
BP: 30+00.00
31 00
BC 72.15 (M.E.)
TC 72.72 (M.E.)
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
LOM/
LOP
CRANFORD TERRACE ALIGNMENT
STA. = 16+31.55
EDWARD PLACE ALIGNMENT
STA. = 27+14.95
CRANFORD TERRACE ALIGNMENT: STA. = 18+69.05
PHILLIP STREET ALIGNMENT: STA. = 30+49.14
CONCRETE
SIDEWALK, 4"
THICK (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
DEPRESSED CURB (TYP.)
FLUSH
CURB
DETECTABLE WARNING
SURFACE (TYP.)
9" X 18"
CONCRETE
VERTICAL
CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH
CONCRETE PAVEMENT
REPAIR, HMA (TYP.)
CONCR
REINFO
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
FLUSH
CURB
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
(REFER TO CURB RAMP GRADING PLAN -
SEE SHEET 19)
CURB RAMP (TYPE 5) CONTRACTOR
TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND
CONSTRUCTION (REFER TO CURB
RAMP GRADING PLAN - SEE SHEET 20)
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
(REFER TO CURB RAMP GRADING
PLAN - SEE SHEET 20)
FLUSH
CURB
FLUSH CURB
FLUSH CURB
BRACE EXISTING UTILITY POLE IN ACCORDANCE
WITH ALL APPLICABLE FEDERAL, STATE AND
UTILITY COMPANY REQUIREMENTS (TYP.)
TREE TO BE REMOVED
BY OTHERS
CAUTION
FENCE (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
12" SWL
72.21
CURB RAMP (TYPE 5) CONTRACTOR
TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND
CONSTRUCTION (REFER TO CURB
RAMP GRADING PLAN - SEE SHEET 19)
RESET EXISTING
CASTING (TYP.)
70
75
71
72
73
74
70
72
73
74
75
72
73
74
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
71.39
72.27
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-9-LT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
9
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
MATCHLINE - CRANFORD TERRACE STA. 14+50 - SHEET 8
MATCHLINE - CRANFORD TERRACE STA. 19+50 - SHEET 10
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 11
MATCHLINE - PHILLIP STREET
STA. 31+00 - SHEET 11
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
H
Y
D
CENTENNIAL
AVENUE
(66' WIDE
PER TAX MAP)
CRANFORD TERRACE
(50' WIDE PER TAX MAP)
GARDEN
PLACE
(40' WIDE PER TAX MAP)
23+93
20+00
21+00
22+00
23+00
BP: 34+00.00
6" SWL
6" SWL
6" SWL
LOM/LOP
CAUTION
FENCE (TYP.)
CRANFORD TERRACE ALIGNMENT
STA. = 21+15.52
GARDEN PLACE ALIGNMENT
STA. = 34+15.28
INLET FILTER (TYP.)
HMA MILLING,
HOT MIX ASPH
SURFACE COUR
INLET FILTER (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE GRATE (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DEPRESSED
CURB (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH
CONCRETE
PAVEMENT REPAIR,
HMA (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
6" SWL
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
(REFER TO CURB RAMP GRADING
PLAN - SEE SHEET 20)
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION (REFER TO
CURB RAMP GRADING PLAN - SEE SHEET 20)
FLUSH CURB
FLUSH CURB
PREVIOUSLY
CONSTRUCTED
ADA RAMP
LIMIT OF
DISTURBANCE (TYP.)
12" SWL
RESET EXISTING
CASTING (TYP.)
72.18
75
73
74
76
76
75
76
76
75
74
76
77
76
PROFILE OF CRANFORD TERRACE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
70
75
80
85
70
75
80
85
19+50
75.49
75.52
20+00
75.76
75.79
21+00
76.33
76.33
76.50
76.55
22+00
76.29
76.29
75.41
75.47
23+00
74.05
74.09
72.44
23+92.70
72.12
2.80%
3.41%
GBS: 22+91.94
GBE: 74.37
GBS: 23+48.53
GBE: 72.44
HIGH POINT ELEV = 76.55
HIGH POINT STA = 21+52.75
PVI STA: 22+02.42
PVI ELEV: 76.88
K: 43.85
LVC: 146.45
BVCS: 21+29.18
BVCE: 76.48
EVCS: 22+75.63
EVCE: 74.83
HP ELEV
76.55
0.54%
PROPOSED PROFILE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-10-LT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
10
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - CRANFORD TERRACE STA. 19+50 - SHEET 9
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 11
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
GARDEN PLACE
(40' WIDE PER TAX MAP)
35+00
36+00
37+00
EP: 37+93.99
BC 79.66
TC 79.83
BC 79.75 (M.E.)
TC 80.18 (M.E.)
BC 79.30
TC 79.47
BC 79.21 (M.E.)
TC 79.65 (M.E.)
BC 80.66
TC 80.83
BC 80.61 (M.E.)
TC 80.93 (M.E.)
BC 80.83
TC 81.00
BC 80.88 (M.E.)
TC 81.11 (M.E.)
BC 77.13 (M.E.)
TC 77.45 (M.E.)
BC 77.03
TC 77.20
BC 76.84
TC 77.78 (M.E. - DEAD END SIDE)
BC 77.06 (M.E.)
TC 77.84 (M.E.)
BC 76.35
TC 77.34 (M.E. - DEAD END SIDE)
BC 76.82
TC 76.99
BC 79.12 (M.E.)
TC 79.49 (M.E.)
BC 78.74 (M.E.)
TC 79.14 (M.E.)
BC 80.16 (M.E.)
TC 80.33
BC 79.46
TC 79.63
BC 79.37 (M.E.)
TC 79.80 (M.E.)
BC 80.54 (M.E.)
TC 80.91 (M.E.)
BC 80.56
TC 80.73
BC 80.63
TC 80.80
BC 80.65 (M.E.)
TC 81.22 (M.E.)
BC 80.55 (M.E.)
TC 80.91 (M.E.)
BC 80.38 (M.E.)
TC 80.74 (M.E.)
BC 80.08
TC 80.25
BC 79.42
TC 79.59
BC 79.35 (M.E.)
TC 79.70 (M.E.)
TC 77.01 (DRIVEWAY SIDE)
TC 76.85 (INLET SIDE)
INLET FILTER (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DEPRESSED
CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
9" X 24" CONCRETE
VERTICAL CURB
FULL DEPTH
CONCRETE PAVEMENT
REPAIR, HMA (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
TIMBER GUIDE RAIL
(3) OM4-2
LIMIT OF
DISTURBANCE (TYP.)
TC 80.51 (M.E.)
BC 80.16 (M.E.)
TEMPORARILY REMOVE AND
RE-INSTALL FENCE IF REQUIRED
TO CONSTRUCT THE PROPOSED
IMPROVEMENTS
PHILLIP STREET
(40' WIDE PER TAX MAP)
EP: 33+74.67
31+00
32+00
33+00
BC 76.69 (M.E.)
TC 77.17 (M.E.)
BC 76.63
TC 76.80
BC 76.27
TC 76.44
BC 76.20 (M.E.)
TC 76.66 (M.E.)
BC 74.92 (M.E.)
TC 75.18 (M.E.)
BC 74.87
TC 75.04
BC 74.83
BC 74.96
TC 75.26 (M.E.)
BC 74.90 (M.E.)
TC 75.28 (M.E.)
BC 74.81
TC 74.98
BC 75.01 (M.E.)
TC 75.31 (M.E.)
BC 74.83
TC 75.29 (M.E.)
BC 76.84
TC 77.01
BC 76.80 (M.E.)
TC 77.44 (M.E.)
BC 77.27 (M.E.)
TC 77.48 (M.E.)
BC 77.02
TC 77.19
BC 77.05
TC 77.55
BC 77.53 (H.P.)
TC 78.03 (H.P.)
BC 77.50 (H.P.)
TC 77.67 (H.P.)
BC 77.41
TC 77.58
BC 77.39
TC 77.89
TC 75.23 (M.E. - DEAD END SIDE)
TC 75.00 (DRIVEWAY SIDE)
INLET FILTER
(TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
DEPRESSED CURB (TYP.)
9" X 18"
CONCRETE
VERTICAL
CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
TIMBER GUIDE RAIL
(3) OM4-2
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
DEPRESSED
CURB (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
TEMPORARILY REMOVE AND
RE-INSTALL FENCE IF REQUIRED
TO CONSTRUCT THE PROPOSED
IMPROVEMENTS
EDWARD PLACE
(40' WIDE PER TAX MAP)
EP: 29+88.48
28+00
29+00
72
BC 72.29
TC 72.46
BC 72.18
TC 72.35
BC 72.14 (M.E.)
TC 72.64 (M.E.)
BC 72.47
TC 72.64
BC 71.53
TC 71.70
BC 71.33
TC 71.50
BC 71.37
TC 71.54
BC 71.38 (M.E.)
TC 72.01 (M.E.)
G 72.35 (M.E.)
BC 72.48
TC 72.65
BC 72.50 (M.E.)
TC 72.74 (M.E.)
BC 72.39
TC 72.57
BC 72.37 (M.E.)
TC 72.63 (M.E.)
BC 72.16
TC 72.33
BC 72.15 (M.E.)
TC 72.72 (M.E.)
BC 72.24
TC 72.41
BC 72.26 (M.E.)
TC 72.91 (M.E.)
INLET FILTER (TYP.)
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DEPRESSED
CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH
CONCRETE PAVEMENT
REPAIR, HMA (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
TIMBER GUIDE RAIL
(3) OM4-2
FENC
LIMIT OF
DISTURBANCE (TYP.)
TEMPORARILY REMOVE AND
RE-INSTALL FENCE IF REQUIRED
TO CONSTRUCT THE PROPOSED
IMPROVEMENTS
G 72.41
ROSE STREET
(40' WIDE PER TAX MAP)
EP: 26+82.13
25+00
26+00
BC 68.40 (M.E.)
TC 68.57
BC 68.52 (M.E.)
TC 68.69
BC 67.84
TC 68.01 (DEAD END SIDE)
TC 68.34 (INLET SIDE)
BC 67.83 (M.E.)
TC 68.33
BC 67.96 (M.E.)
TC 68.43 (M.E.)
INLET FILTER (TYP.)
TIMBER GUIDE RAIL
(3) OM4-2
TOPSOILING, 4" THICK,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
DEPRESSED
CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
TEMPORARILY REMOVE AND
RE-INSTALL FENCE IF REQUIRED
TO CONSTRUCT THE PROPOSED
IMPROVEMENTS
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-11-LT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
.
.
.
.
.
.
.
.
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.
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.
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.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
11
MATCHLINE - GARDEN PLACE STA. 34+50 - SHEET 10
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
MATCHLINE - PHILLIP STREET STA. 31+00 - SHEET 9
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - EDWARD PLACE STA. 27+50 - SHEET 9
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ROSE STREET STA. 25+00 SHEET 8
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 10+14.88
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
66.32
66.37
TC:66.48
TC:66.18
-1.50%
-3.50%
15.99%
9.03%
EXISTING SURFACE TO BE
MILLED AND PAVED
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 10+68
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 11+06
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
66.52
66.65
66.67
TC:66.47
TC:66.32
TC:66.80
TC:66.34
TC:66.84
TC:66.37
-1.50%
12.05%
6.04%
-1.50%
16.59%
3.26%
-1.50%
13.75%
6.35%
-3.50%
-3.50%
-3.50%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 11+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 11+16
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 11+58
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
66.70
66.86
66.90
TC:66.73
TC:66.58
TC:67.07
TC:66.77
TC:66.95
TC:66.81
-1.50%
9.19%
7.73%
-1.50%
13.52%
0.81%
-3.50%
-3.50%
-1.50%
10.02%
0.68%
-3.50%
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTIONS
12
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-12-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 12+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 12+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
67.12
67.40
TC:67.33
TC:66.87
TC:67.59
TC:67.13
-1.50%
12.83%
8.64%
-3.50%
-1.50%
8.47%
13.79%
-3.50%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 13+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 12+66
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 13+26
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
67.48
67.69
67.84
TC:67.52
TC:67.38
TC:67.86
TC:67.56
TC:67.84
TC:67.54
-1.50%
17.81%
8.08%
-3.50%
-1.50%
16.40%
34.35%
-3.50%
-1.50%
17.95%
6.18%
-3.50%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 13+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 14+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 13+91.82
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
68.04
68.53
68.63
TC:68.12
TC:67.82
-1.50%
16.05%
35.22%
-3.50%
-1.50%
-3.50%
-3.75%
1.79%
-0.66%
-3.50%
-3.65%
0.97%
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTIONS
13
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-13-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 14+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 14+16
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
68.83
69.32
TC:68.97
TC:68.43
TC:69.48
TC:69.09
-1.50%
-4.00%
-1.50%
30.87%
20.03%
-4.00%
REFER TO CURB RAMP
GRADING PLAN SHEET 19 FOR
DETAILS TOPOGRAPHIC
INFORMATION IN THIS AREA
REFER TO CURB RAMP
GRADING PLAN SHEET 19 FOR
DETAILS TOPOGRAPHIC
INFORMATION IN THIS AREA
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 15+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 16+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 15+36
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
70.64
70.88
71.70
TC:71.00
TC:70.45
TC:71.04
TC:70.81
TC:71.92
TC:71.54
-1.50%
11.72%
1.00%
-1.50%
12.11%
-9.09%
-4.00%
-1.50%
5.52%
-7.61%
-4.00%
-4.00%
-2.89%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 15+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 14+66
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 15+04
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
69.58
70.16
TC:69.79
TC:69.24
TC:70.45
TC:70.06
TC:70.37
TC:70.14
-1.50%
28.07%
12.59%
-1.50%
11.80%
0.50%
-1.50%
14.93%
0.51%
-4.00%
-4.00%
-4.00%
70.10
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTIONS
14
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-14-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
.
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.
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.
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.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 16+06
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 16+31.55
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
0
-10
-20
-30
71.78
72.16
TC:72.01
TC:71.47
TC:71.99
-1.50%
5.04%
1.67%
-4.00%
-1.50%
1.83%
0.52%
-4.00%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 16+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 17+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 16+88
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
72.43
72.91
73.06
TC:72.09
TC:72.62
TC:73.16
TC:72.62
TC:73.33
TC:72.95
-1.50%
4.37%
-4.00%
-1.50%
25.76%
3.39%
-4.00%
-1.50%
28.05%
0.52%
-4.00%
REFER TO CURB RAMP
GRADING PLAN SHEET 19 FOR
DETAILS TOPOGRAPHIC
INFORMATION IN THIS AREA
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 17+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 17+24
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 17+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
73.38
73.73
73.99
TC:73.50
TC:73.13
TC:74.00
TC:73.63
TC:74.27
TC:73.73
-1.50%
20.38%
0.40%
-4.00%
-1.50%
20.58%
1.77%
-4.00%
-1.50%
21.99%
3.92%
-4.00%
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTIONS
15
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-15-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 18+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 17+82
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
74.13
74.36
TC:74.26
TC:74.05
TC:74.66
TC:74.12
-1.50%
15.48%
0.50%
-4.00%
-1.50%
8.65%
8.36%
-4.00%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 18+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 19+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 18+69.05
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
74.88
75.03
75.23
TC:75.36
TC:74.99
-1.50%
-4.00%
-1.50%
3.27%
-1.76%
-4.00%
-1.50%
4.50%
11.05%
-4.00%
REFER TO CURB RAMP
GRADING PLAN SHEET 20 FOR
DETAILS TOPOGRAPHIC
INFORMATION IN THIS AREA
REFER TO CURB RAMP
GRADING PLAN SHEET 19 FOR
DETAILS TOPOGRAPHIC
INFORMATION IN THIS AREA
TC:75.09
TC:74.73
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 19+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 20+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 19+90
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
75.49
75.70
75.76
TC:75.63
TC:75.25
TC:75.85
TC:75.31
TC:75.90
TC:75.52
-1.50%
7.96%
21.57%
-4.00%
-1.50%
10.89%
15.79%
-4.00%
-1.50%
11.91%
10.15%
-4.00%
CROSS SECTIONS
16
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-16-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 20+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 20+30
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
75.94
76.07
TC:76.06
TC:75.52
TC:76.17
TC:75.79
-1.50%
18.75%
9.73%
-4.00%
-1.50%
25.14%
12.84%
-4.00%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 21+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 21+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 21+11.52
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
76.33
76.39
76.50
TC:76.06
TC:75.94
TC:76.65
TC:76.28
1.70%
1.25%
-4.00%
-1.50%
6.39%
8.55%
-4.00%
-1.50%
23.47%
10.84%
-4.00%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 22+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 21+58
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 21+96
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
76.51
76.35
76.29
TC:76.65
TC:76.12
TC:76.44
TC:75.91
TC:76.40
TC:75.87
-1.50%
24.23%
14.36%
-4.00%
-1.50%
19.04%
14.39%
-4.00%
-1.50%
18.97%
16.20%
-4.00%
CROSS SECTIONS
17
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-17-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
TYPICAL CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
-20
-30
EXIST.ELEV.
±30' ROADWAY WIDTH
TC:XX.XX
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
4" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY WIDTH
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 22+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 22+76
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
75.41
74.77
TC:75.42
TC:75.04
TC:74.92
TC:74.39
-1.50%
2.52%
0.50%
-4.00%
-1.50%
32.57%
6.67%
-4.00%
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 23+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF CRANFORD TERRACE ALIGNMENT
STATION: 23+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
0
-10
-20
-30
74.05
72.44
TC:74.20
TC:73.83
-1.50%
33.39%
4.45%
-4.00%
EXISTING SURFACE TO BE
MILLED AND PAVED
CROSS SECTIONS
18
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-18-XS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
.
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
BC 55.31 (M.E.)
TC 55.73 (M.E.)
BC 55.30
TC 55.30
BC 55.27
TC 55.27
BC 55.26 (M.E.)
TC 55.67 (M.E.)
G 55.54
G 55.58
G 55.61
G 55.57
G 55.83 (M.E.)
G 55.80 (M.E.)
G 55.72 (M.E.)
G 55.65 (M.E.)
68
69
BC 67.40 (M.E.)
TC 67.73 (M.E.)
BC 67.51
TC 67.51
BC 67.59
TC 67.92
BC 67.44
TC 67.44
G 68.70 (M.E.)
G 68.53 (M.E.)
G 67.48
BC 67.98
TC 67.98
BC 67.61 (M.E.)
TC 68.20 (M.E.)
BC 68.06
TC 68.06
BC 68.13
TC 68.30
BC 68.33
TC 68.50
G 69.55 (M.E.)
G 69.48 (M.E.)
G 68.52
BC 68.56
G 68.30
G 68.30
TC 68.73
BC 68.43
TC 68.76
G 68.03
70
69
BC 68.38
TC 68.38
BC 68.55 (M.E.)
TC 69.14 (M.E.)
BC 68.31
TC 68.31
BC 67.95 (M.E.)
TC 68.28 (M.E.)
G 68.50 (M.E.)
G 68.47
G 68.38
G 68.53
G 68.55 (M.E.)
BC 68.64
TC 68.64
BC 68.63
TC 68.63
BC 68.64
TC 68.97
BC 68.63 (M.E.)
TC 68.96 (M.E.)
G 69.76 (M.E.)
G 70.16 (M.E.)
G 68.69
H
Y
D
72
73
73
BC 71.77
TC 72.10
BC 71.80
TC 71.80
BC 71.85
TC 71.85
BC 71.87
TC 72.20
BC 71.94 (M.E.)
TC 72.62 (M.E.)
G 71.97
G 71.95
G 72.00
G 72.00
G 72.02
G 72.04
G 72.02
G 72.49
G 72.41
G 72.45 (M.E.)
G 72.54 (M.E.)
G 72.20 (M.E.)
G 72.30 (M.E.)
BC 72.35
TC 72.35
BC 72.36
TC 72.69
BC 72.38 (M.E.)
TC 72.80 (M.E.)
BC 72.32
TC 72.32
BC 72.30
TC 72.63
G 72.50
G 72.47
G 72.53
G 72.57
G 72.56
G 72.54
G 72.50
G 73.73 (M.E.)
G 73.84 (M.E.)
G 73.20 (M.E.)
G 73.09 (M.E.)
75
BC 74.33
TC 74.66
BC 74.29
TC 74.29
BC 74.21
TC 74.21
BC 74.17 (M.E.)
TC 74.62 (M.E.)
G 74.24
G 74.98 (M.E.)
G 74.91 (M.E.)
BC 74.26
TC 74.26
BC 74.22 (M.E.)
TC 74.48 (M.E.)
BC 74.34
TC 74.34
BC 74.38
TC 74.38
G 74.29
G 75.37 (M.E.)
G 75.26 (M.E.)
BC 75 06
TC 75.06
CURB RAMP GRADING PLAN
19
10
10
20
SCALE : 1" = 10'
0
N
S
E
W
NORTH
WALL STREET
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-19-CRGP By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
.
.
.
.
.
.
.
.
.
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.
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CRANE PARKWAY
N
S
E
W
NORTH
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT
TO ALL SIDEWALKS. STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF
5 FEET FROM EDGE OF TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING
SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN
TRAVEL, THE FULL WIDTH OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING
SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT
THE TOP OF EVERY RAMP.
8. POINTS LABELED AS "H.P." INDICATE "HIGH POINT", POINTS LABEL AS "M.E." INDICATE MATCH EXISTING AND POINTS
LABELED AS "T.P." INDICATE TOP OF PAVEMENT.
10
10
20
SCALE : 1" = 10'
0
10
10
20
SCALE : 1" = 10'
0
10
10
20
SCALE : 1" = 10'
0
10
10
20
SCALE : 1" = 10'
0
CRANFORD TERRACE
ROSE STREET
N
S
E
W
NORTH
CRANFORD TERRACE
ROSE STREET
RESET EXISTING CURB TO
MEET PROPOSED GRADES
N
S
E
W
NORTH
CRANFORD TERRACE
EDWARD PLACE
N
S
E
W
NORTH
CRANFORD TERRACE
PHILLIP STREET
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
75
BC 74.80
TC 75.12
BC 74.81
TC 74.81
BC 74.85
TC 74.85
BC 74.86 (M.E.)
TC 75.23 (M.E.)
G 75.23 (M.E.)
G 75.26 (M.E.)
BC 75.11
TC 75.44
BC 75.14 (M.E.)
TC 75.40 (M.E.)
BC 75.10
TC 75.10
BC 75.06
TC 75.06
G 75.21
G 75.25
G 75.29
G 75.28
G 75.24
G 75.32
G 75.28
G 75.83 (M.E.)
G 75.95 (M.E.)
G 75.53 (M.E.)
G 75.48 (M.E.)
BC 75.05
TC 75.38
H
Y
D
77
77
77
78
77
BC 76.33
TC 76.66
BC 76.48
TC 76.48
BC 76.54
TC 76.54
BC 76.64
TC 76.64
BC 76.77 (M.E.)
TC 76.77 (M.E.)
G 76.63
G 76.67
G 76.68
G 76.70
G 76.76
G 76.68
G 76.68
G 76.65
G 77.03 (M.E.)
G 77.19 (M.E.)
G 77.76 (M.E.)
G 77.63 (M.E.)
BC 76.32
TC 76.65
BC 76.34
TC 76.34
BC 76.41
TC 76.41
BC 76.43
TC 76.76
BC 76.88 (M.E.)
TC 77.36 (M.E.)
G 76.52
G 76.49
G 76.52
G 76.56
G 76.59
G 76.55
G 77.26 (M.E.)
G 77.16 (M.E.)
G 78.14 (M.E.)
G 77.75 (M.E.)
73
73
BC 72.17 (M.E.)
TC 72.67 (M.E.)
BC 72.24
TC 72.24
BC 72.28
TC 72.28
BC 72.34
TC 72.84
BC 72.58 (M.E.)
TC 72.90 (M.E.)
G 72.39
G 72.41
G 72.43
G 72.48
G 73.39 (M.E.)
G 73.51 (M.E.)
G 72.45
G 72.48
G 72.47
G 72.44
G 72.41
G 73.73
G 73.67
G 72.49
G 72.48
CURB RAMP GRADING PLAN
20
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0078\Phase 2\Engineering\Site Plans\C-LAYT.dwg\C-20-CRGP By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT
TO ALL SIDEWALKS. STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF
5 FEET FROM EDGE OF TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING
SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN
TRAVEL, THE FULL WIDTH OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING
SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT
THE TOP OF EVERY RAMP.
8. POINTS LABELED AS "H.P." INDICATE "HIGH POINT", POINTS LABEL AS "M.E." INDICATE MATCH EXISTING AND POINTS
LABELED AS "T.P." INDICATE TOP OF PAVEMENT.
10
10
20
SCALE : 1" = 10'
0
N
S
E
W
NORTH
CRANFORD TERRACE
PHILLIP STREET
10
10
20
SCALE : 1" = 10'
0
N
S
E
W
NORTH
CRANFORD TERRACE
GARDEN PLACE
6" SWL
6" SWL
6" SWL
6" SWL
CRANFORD TERRACE
CENTENNIAL AVENUE
10
10
20
SCALE : 1" = 10'
0
N
S
E
W
NORTH
6" SWL
6" SWL
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Phase 2\Engineering\Site Plans\C-DTLS.dwg\C-21-SESC By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
21
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
4
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2100
PROTECTED ROOT
ZONE (PRZ)
DBH @ 4.5'
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
3.
TILE AND GRAVEL WILL ALLOW AIR CIRCULATION TO ROOT ZONE UNDER A FILL.
(IN FEET)
ROOT PROTECTION DURING
CONSTRUCTION DETAIL
NOT TO SCALE
6
07/01/21
MCNJ-SOIL-EROS-2101
DBH @ 4.5'
PROTECTED ROOT
ZONE (PRZ)
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
(IN FEET)
TREE PROTECTION IN CUT
AREAS DETAIL
NOT TO SCALE
7
05/01/17
MCNJ-SOIL-EROS-2102
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
2.
ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF OFF-SITE. ALL
TOPSOIL STOCKPILES SHALL BE REMOVED ON A DAILY BASIS.
TOPSOIL STOCKPILE DETAIL
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF
OFF-SITE. ALL TOPSOIL STOCKPILES SHALL BE REMOVED ON A DAILY BASIS.
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE,
DIVERSIONS, SEDIMENT BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11
THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL
EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, MULCH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN
ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH
THE STANDARD FOR TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF
4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM
DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR MORE IN ACCORDANCE WITH
THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT
DAMAGING SOIL STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST
RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION.
SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE
EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY
LIMESTONE IN ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL
TESTING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR
MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND
SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE
SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS
PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND
UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4
INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ON THE
GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED
IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY
DIMENSION AND OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE,
CLODS LUMPS OR OTHER UNSUITABLE MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED
WITHIN THE DATES SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY
HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER
SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED
SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED
PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A
TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED
TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED,
WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED.
MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4
MULCHING BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD
BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT
INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING
SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO
STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH
ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE
GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE
CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON
SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR
SALT HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90
POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD
OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF
APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR
LAWNS DUE TO THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE
ANCHORED IMMEDIATELY AFTER PLACEMENT USING PEG AND TWINE, MULCH
NETTING, MECHANICAL CRIMPER OR LIQUID MULCH BINDERS IN ACCORDANCE
WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT
FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING
MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED
BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS
MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER
SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A
RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS.
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTETION
UNTIL SEEDING IS ESTABLISHED.
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION LAST REVISED
JANUARY 2014.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF NAY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED. TOP SOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK
WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF
5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
3
05/01/17
MCNJ-SOIL-EROS-2500
MOD: 05/16/22
NOT TO SCALE
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- SILT FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
2 WEEKS
- INSTALL CURB RAMPS AND CURBING
2 WEEK
- COMPLETE PAVING OPERATIONS
2 WEEK
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 8 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
AREA OF DISTURBANCE = 21,453 SF OR 0.49 ACRES
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES, HOG RINGS, STAPLES, OR POCKETS. USE 4 TO 6
FASTENERS PER POST.
2.
SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND
THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE.
3.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
4.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
5.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
6.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
6' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 6' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
TOE OF SLOPE
DRIVE POST
PLUMB OR
SLIGHTLY
UPHILL
2
11/01/18
MCNJ-SOIL-EROS-1100
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Phase 2\Engineering\Site Plans\C-DTLS.dwg\C-22-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
22
N.T.S.
SECTION B-B
SECTION A-A
SECTION C-C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
BICYCLE SAFE GRATE (CAST IRON)
9"
18"
6"
2' REPAIR
SEE PLAN
4"
6"
EXISTING PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1.
TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE
FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM
FONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE
FOR THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. TYPICAL CURB HEIGHTS:
· GARDEN PL, MUNSEE DR, ROSE ST, CRANFORD TERR, PHILLIP ST, EDWARD PL: 6"
· DRIVEWAYS: 2"
4. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE
PAYMENT SHALL BE MADE FOR PRIME COAT, INCLUDE COST IN VARIOUS ITEMS IN THE
PROPOSAL.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB
N.T.S.
NJDOT CLASS "B"
CONCRETE
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION IS TO JOIN WITH ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
DRAINS TO BAY
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N')
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
DUMP NO WASTE
DRAINS TO WATERWAYS
4. NAME PLATE SHALL READ "DRAINS TO WATERWAYS"
N.T.S.
RESET EXISTING MANHOLE CASTINGS
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1.
CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2.
MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3.
THOROUGHLY CLEAN AND HAMMER INSPECT.
4.
CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE INDICATED OR SPECIFIED.
BITUMINOUS WATERPROOFING MATERIAL:
1.
H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2.
AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3.
BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
4.
OR APPROVED EQUAL.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
TRAFFIC
50H:1V
50H:1V
B (SEE
NOTE 2)
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED
AND THE RADIUS CAUSED BY MILLING
SQUARED PRIOR TO FINAL PAVING.
C (SEE NOTE 3)
D (SEE
NOTE 4)
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING OPERATION IS
EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN B. B IS EQUAL
TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING OPERATION IS
EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2 INCHES.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN D. D IS
EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS
MILLING TRANSITIONS
N.T.S.
CD-401-1.1
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
TRAFFIC
A
B
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
A
B
WEIGHT 300 ± 15 LBS.
C
1 3/8"
1 1/2"
3/4"
1"
2 1/2"
3 7/8"
4 3/8"
4 3/8"
3' - 11 3/4"
4 3/8"
1"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
1"
1"
1"
1"
1"
2 3/8"
3 7/8"
4 3/8"
2 1/2"
5/8"
1 1/4"
NOTES: DIMENSION, WEIGHTS AND OTHER CRITERIA SHOWN ON THESE DETAILS ARE FOR CLASS 35B CAST IRON.
C
RECONSTRUCTED INLET OR MANHOLE, USING NEW OR EXISTING CASTING
N.T.S.
CONCRETE CURB OR
GRANITE BLOCK CURB
SURFACE COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT WIDE
(PRECAST OR MADE
ON SITE)
REMOVE EXISTING CASTING
WALL AS REQUIRED
NEW
MATERIAL
RESET EXISTING CASTING (INLET) DETAIL
N.T.S.
CURB
SURFACE COURSE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 2' OR LESS
2' OR
LESS
FILL TO TOP OF BASE COURSE
WITH CLASS C CONCRETE
12"
(TYPICAL)
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2.
REFURBISH INSIDE SURFACE OF INLET
WITH MORTAR.
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
ASPHALT AND
CONCRETE
ROADWAY
EXCAVATION
COMPACTED SUBGRADE
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
N.T.S.
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
VARIES
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
NJDOT CLASS "B"
CONCRETE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
GRADE
9"X24" CONCRETE VERTICAL CURB
N.T.S.
9"
24"
6"
2' REPAIR
SEE PLAN
4"
6"
EXISTING PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1.
TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE
FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM
FONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE
FOR THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. TYPICAL CURB HEIGHTS:
· GARDEN PL, MUNSEE DR, ROSE ST, CRANFORD TERR, PHILLIP ST, EDWARD PL: 6"
· DRIVEWAYS: 2"
4. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE
PAYMENT SHALL BE MADE FOR PRIME COAT, INCLUDE COST IN VARIOUS ITEMS IN THE
PROPOSAL.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
NJDOT CLASS "B"
CONCRETE
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
6"
(TYP.)
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B" CONCRETE
(SEE NOTE #1)
GRANITE BLOCK CURB
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY, BURLAP OR OTHER METHOD ACCEPTABLE
TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE
DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
VARIES
VARIES
TYPICAL ROAD SECTION
N.T.S.
30' ROAD WIDTH
CONCRETE CURB (TYP)
WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CONCRETE CURB (TYP)
WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS. AFTER MILLING, PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 6" ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 6” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL DENSE GRADED AGGREGATE FROM THE TOP OF THE EXISTING HOT MIX ASPHALT PAVEMENT SECTION TO
6" BELOW THE FINAL GRADE, A LIFT OF 19M64 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE
THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
WHEN PROPOSED HMA SURFACE IS INSTALLED IN AN AREA WHERE THERE IS NO EXISTING HMA SURFACE COURSE, INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL;
·
WHEN PROPOSED HMA SURFACE IS BELOW THE EXISTING HMA SURFACE, REMOVE THE EXISTING SECTION USING MILLING, PAVEMENT REMOVAL AND EXCAVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER. INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL, UNLESS DIRECTED OTHERWISE BY THE ENGINEER;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Phase 2\Engineering\Site Plans\C-DTLS.dwg\C-23-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
23
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
PAVEMENT FLUSH
WITH RAMP
HANDICAP RAMP DETAIL
N.T.S.
MCNJ-SITE-HADA-2100
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
CLASS B CONC.
PAVEMENT
DETECTABLE WARNING SURFACE
EXISTING
SIDEWALK
4" MIN.
6" MIN.
16" MIN.
12"
MAX. RAMP SLOPE 1:12
SECTION A-A
CONCRETE DRIVEWAY, REINFORCED,6" THICK
1 1/2"
REVEAL
1/2"
ROADWAY (SEE
PLANS AND/OR
DETAIL)
VARIES (3' MIN) (MAX GRADE 11%)
VARIES,4' MIN.
(SEE SITE PLAN)
6" OR 8"
6 x 6 - w2.9 x w2.9 WWR (TYP.)
APPROVED UNDISTURBED
SUBGRADE
DENSE GRADED
AGGREGATE, 6"
THICK MINIMUM
CONCRETE DRIVEWAY
APRON, MINIMUM 6"
THICK, 4500 PSI AIR
ENTRAINED
1/2" THICK NON-EXTRUDABLE
BITUMINOUS MATERIAL FOR
EXPANSION JOINT
NOTES:
1. MONOLITHIC CURB AND SIDEWALK POURS NOT PERMITTED.
2. EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED
WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE REVIEWED AND APPROVED BY THE ENGINEER AFTER
REMOVAL OF THE EXISTING DRIVEWAY BUT BEFORE PLACING AND COMPACTION OF DENSE GRADED AGGREGATE.
3. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 20'. JOINTS SHALL BE FILLED WITH
PREFORMED EXPANSION JOINT FILLER, 12" THICK.
4. TRANSVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PREFORMED,
BITUMINOUS-IMPREGNATED FIBER JOINT FILLER.
N.T.S.
SEE CURB DETAIL
MAX SLOPE 2%
MIN SLOPE 1%
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE 1.5% CROSS SLOPE (TYP.), 2% MAX TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
DENSE GRADED
AGGREGATE, 4" THICK
N.T.S.
1.5% (TYP.)
CONCRETE SIDEWALK
N.T.S.
RESET PAVER DRIVEWAY DETAIL
NOTES:
1.
EXISTING PAVERS SHALL BE RESET AT SIDEWALK AS SHOWN ON THE PLANS AND
DIRECTED IN THE FIELD BY THE ENGINEER.
2.
ALL COSTS ASSOCIATED WITH THE RESETTING OF THE EXISTING PAVER SIDEWALK,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL AND BASE COURSE
SHALL BE INCLUDED IN THE SQUARE YARD PRICE BID FOR RESET PAVER SIDEWALK.
VARIABLE
2 3/8" & 1 1/2"
BRICK PAVER
2" SAND
SETTING
BED
SAND FILLED JOINTS
6" DGA
FILTER FABRIC
COMPACTED SUB GRADE
N.T.S.
SEED MIX
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES (STORM)
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
1
2"x10" HDG HEX LAGS
WITH 1" WASHER
FRONT VIEW
SIDE VIEW
NOTE:
1.
NEW WOOD PLANKS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UC3B AND NEW
WOOD POSTS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UC4A.
2.
THE CONTRACTOR SHALL PAINT ALL PROPOSED TIMBER GUIDE RAIL, TIMBER GUIDE RAIL POSTS,
BOLTS AND ANY OTHER TIMBER GUIDE RAIL ASSOCIATED ITEMS. THE CONTRACTOR SHALL MATCH
THE EXISTING WOODEN GUIDE RAIL COLOR.
3.
TIMBER GUIDE RAIL SHALL ONLY BE INSTALLED ADJACENT TO THE EXISTING TENNIS COURTS
WHERE DIRECTED ON THE DIMENSION PLAN.
PRESSURE TREATED
6" X 8" TIMBER
FINISHED GRADE
4" X 10" X 12' PT PLANK
6' ON CENTER
8" (NOM.)
4"
18"
48"
PROPOSED
PAVEMENT
N.T.S.
TIMBER GUIDE RAIL DETAIL
PROPOSED POST TOPS TO
BE CUT AT A 45° ANGLE
NOTES:
1.
END OF ROADWAY SIGN TO BE SIGN STYLE OM4-2.
END OF ROADWAY MARKER SIGN (OM4-2)
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0078\Phase 2\Engineering\Site Plans\C-DTLS.dwg\C-24-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
INFLOW AND
INFILTRATION -
PHASE 2
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
01/30/23
BAK
BKP
CDT0078
32
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
24
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW
BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE
PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR
SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL
PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE
SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS
ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON
THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18
INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL
BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL
BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL
DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT SUBJECT TO
CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR
EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER
FINAL GRADING. MULCH WILL BE USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF
IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE
NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT TO
EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE,
ACCORDING TO THE NJ STATE STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE
INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
NOT IN PROJECT.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE
OF ANY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE
ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE
VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY
ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL
OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE THE
PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH
FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN
SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE
SYSTEM BECOMING OPERATIONAL.
13.
NOT IN PROJECT.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF COMPLIANCE.
CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF CONSTRUCTION
PROJECT.
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS THAT
ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT.
18.
NOT IN PROJECT.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC
CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU
STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL
OF THE ENGINEER.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNT SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-159-1.2
CD-159-1.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-159-6.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
ADDITIONAL NOTES:
1.
THE MAXIMUM CROSS SLOP OF SIDEWALKS SHALL BE 2%.
2.
THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3.
THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4.
THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AND ALL ADJACENT
SIDEWALK. STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5.
FOR TYPE 5 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM
EDGE OF TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A SINGLE RAMP.
6.
THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL,
THE FULL WIDTH OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A
SINGLE RAMP.
7.
A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, MUST BE PROVIDED AT THE
TOP OF EVERY RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: CDT0081 NJDOT FY2022 Spruce Street Improvements (Brookside Place to West End Place Bid Opening May 18 th ---
SPRINGFIELD
(COUNTY ROUTE NO. 615)
AVENUE
HARVARD ROAD
BROWN TERRACE
BEECH STREET
BEECH
STREET
TORBUSH STREET
TULIP STREET
WILLOW STREET
ROMORE PLACE
LAFAYETTE PLACE
DOERING WAY
TULIP STREET
BROOKSIDE
PLACE
WEST
END
PLACE
NORMAN PLACE
BERKELEY PLACE
PROJECT LOCATION (BASE BID):
SPRUCE STREET
SPRUCE STREET
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
COVER
1
INDEX OF SHEETS
SHEET NUMBER
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3-4
EXISTING CONDITIONS PLAN
5-8
DIMENSION PLAN
9-12
CROSS SECTIONS
13-14
FULL DEPTH RECONSTRUCTION MAP
15
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
16-18
CONSTRUCTION DETAILS
19-22
NJDOT TRAFFIC CONTROL DETAILS
23-26
NJDOT CONSTRUCTION DETAILS
TOWNSHIP OF CRANFORD
UTILITIES/AUTHORITIES
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
KEY MAP
SCALE: 1" = 200'
CONSTRUCTION PLANS
FOR
NJDOT FY2022 - SPRUCE STREET IMPROVEMENTS
(BROOKSIDE PLACE TO WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR
THOSE DETAILS CONTAINED HEREIN.
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN .
KEY MAP
BRIAN ANDREWS, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
KATHLEEN MILLER PRUNTY, COMMISSIONER
GINA BLACK, COMMISSIONER
TERRENCE CURRAN, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
RYAN GRECO, INTERIM ADMINISTRATOR
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR SPRUCE STREET" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS
ENGINEERING & DESIGN, DATED 01/24/23.
2.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD83 ADJUSTMENT.
3.
THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88 ADJUSTMENT.
4.
THE VERTICAL AND HORIZONTAL DATUM WERE ESTABLISHED AT THE PROJECT SITE BY USING GPS SURVEY METHODS.
5.
UNDERGROUND UTILITIES AND FEATURES WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED UTILITIES MAY BE PRESENT BUT WERE
NOT DETECTED DUE TO LIMITATIONS OF THE RFL
AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE
UTILITY
INFRASTRUCTURE;
THEREFORE,
100%
DETECTION
IS
NOT
GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
6.
RIGHT OF WAY & LOT LINE SHOWN HEREON ARE APPROXIMATE PER TAX MAP SHEETS #13, 21, 22, 23 & 25, OF THE TOWNSHIP OF CRANFORD, UNION COUNTY, NEW JERSEY.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR
SUPPLEMENTED BY THE CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY
SITE CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR THE CONSTRUCTION OF THE
PROPOSED IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS
PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND
DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESSES MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12.
FLUSH CONCRETE CURB SHALL BE INSTALLED IN FRONT OF CURB RAMPS.
UTILITY NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY THE STATE AND/OR LOCAL ORDINANCES PRIOR TO PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
2.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
3.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
4.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL
UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. ALL
UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
5.
WATER VALVE BOXES & GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
6.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE SIDEWALK AND DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE
PAYMENT WILL BE MADE.
7.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
8.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO
MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL
POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY
THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITH
AT LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS AS REQUIRED BY THE LOCAL POLICE DEPARTMENT. IF REQUIRED, TEMPORARY NO PARKING SIGNS MUST BE POSTED AT
LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
3.
ALL MOTORIZED EQUIPMENT USED IN CONSTRUCTION OR DEMOLITION ACTIVITIES SHALL BE OPERATED WITH A MUFFLER.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED
AS REQUIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS
SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL
LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF
EACH DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSISTS OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO
EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS.
PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN
PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX
ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ENSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER.
ACCESSIBLE CURB RAMP NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT FORMS, POURING CONCRETE AND CONSTRUCTING ACCESSIBLE CURB RAMPS TO MEET ADA STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF FIELD
CONDITIONS CONFLICT WITH INDICATED ACCESSIBLE CURB RAMP TYPES AND DETAILS PROVIDED HEREIN.
2.
THIS PROJECT MAY REQUIRE THE USE OF RECTANGULAR, RADIAL AND A COMBINATION OF RADIAL/RECTANGULAR DETECTABLE WARNING SURFACES. THE DETECTABLE WARNING SURFACES WILL BE MEASURED BASED
ON ACTUAL FINISHED PRODUCT AND NOT INCLUDE SECTIONS THAT ARE CUT AND DISCARDED.
3.
DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE AND THE COLOR SHALL CONTRAST FROM THE SURROUNDING MATERIAL.
4.
THE ENGINEER WILL INSPECT AND MEASURE THE FINAL CONDITION OF EACH CONSTRUCTED CURB RAMP. ALL CURB RAMPS FOUND NOT TO COMPLY WITH ADA STANDARDS SHALL BE DEMOLISHED AND REPLACED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
REGULATORY SIGNS MUST BE REINSTALLED AS SOON AS SIDEWALKS ARE POURED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED.
3.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
4.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT COMMENCE PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE PAVEMENT BASE ARE
COMPLETE.
5.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
6.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST
TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
5.
THE CONTRACTOR SHALL NOT TRACK TACK COAT OR ANY OTHER CONSTRUCTION MATERIAL OR DEBRIS ONTO ADJOINING ROADS OUTSIDE THE PROJECT LIMITS. ANY EXISTING STRIPING AND/OR PAVEMENT
MARKINGS LOCATED OUTSIDE THE PROJECT LIMITS THAT ARE IMPACTED, MARKED OR DAMAGED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVEMENT
OPERATIONS, MUST BE RE-STRIPED BY THE CONTRACTOR AT THE END OF CONSTRUCTION AT NO ADDITIONAL COST TO THE TOWNSHIP.
QUANTITIES
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
SPOT ELEVATION (MATCH EXISTING)
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
FULL DEPTH CONCRETE PAVEMENT REPAIR,
HMA
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT SIDEWALK, 2" THICK
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
RESET MANHOLE
SET MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RECONSTRUCT INLET, TYPE B,
USING EXISTING CASTING
RESET GAS VALVE
RESET WATER VALVE
ADA RAMP SECTION
RESTORE EXISTING GRASS AREAS
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
G 29.0 (M.E.)
B R O O K S I D E P L A C E
S P R U C E S T R E E T
H
Y
D
S P R U C E S T R E E T
FIELD BOOK:
PAGE:
3
EXISTING CONDITIONS PLAN
XX
XX
N
S
E
W
N.J.S.P.C.S.-NAD83
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-BASE.dwg\C-3-DEMO By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
MATCHLINE BASE BID - STA 5+31 THIS SHEET
MATCHLINE BASE BID - STA 9+74 SHEET 4
MATCHLINE BASE BID - STA 5+31 THIS SHEET
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
N.J.S.P.C.S.-NAD83
20
20
40
SCALE : 1" = 20'
0
H
Y
D
S P R U C E S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
H
Y
D
S P R U C E S T R E E T
W E S T E N D P L AC E
N O R M A N P L AC E
20
20
40
SCALE : 1" = 20'
0
FIELD BOOK:
PAGE:
4
EXISTING CONDITIONS PLAN
XX
XX
N
S
E
W
N.J.S.P.C.S.-NAD83
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-BASE.dwg\C-4-DEMO By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
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.
.
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.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
N.J.S.P.C.S.-NAD83
MATCHLINE BASE BID - STA 15+52 THIS SHEET
MATCHLINE BASE BID - STA 15+52 THIS SHEET
MATCHLINE BASE BID - STA 9+74 SHEET 4
PROFILE OF SPRUCE STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
1+00
68.55
68.58
2+00
68.36
68.38
68.18
68.18
3+00
67.93
67.93
67.65
67.65
4+00
67.56
67.58
67.85
67.85
5+00
68.27
68.25
5+31
68.45
68.50
GBS: 1+31.72
GBE: 68.66
GBS: 2+50.00
GBE: 68.18
GBS: 4+50.00
GBE: 67.85
0.40%
0.77%
0.51%
0.65%
LOW POINT ELEV = 67.56
LOW POINT STA = 3+84.99
PVI STA: 3+89.13
PVI ELEV: 67.39
K: 70.01
LVC: 98.92
BVCS: 3+39.67
BVCE: 67.71
EVCS: 4+38.59
EVCE: 67.77
LP ELEV
67.56
PROPOSED PROFILE
B R O O K S I D E P L A C E
S P R U C E S T R E E T
1+00
2+00
3+00
4+00
5+00
5+31
±18'
±18'
LOM/LOP
2 - 4" Y
4" Y
24" W
4" Y
68
68
67
67
TC 67.15
TC 67.69
BC 68.15 (M.E.)
BC 67.10 (M.E.)
BC 67.49 (M.E.)
BC 67.63 (M.E.)
BC 66.98
BC 67.98 (M.E.)
TC 68.50 (M.E.)
TC 67.89 (M.E.)
TC 68.41 (M.E.)
BC 68.12
BC 68.00
BC 67.01 (M.E.)
BC 67.52
BC 67.60
TC 68.29
TC 68.17
BC 66.77
TC 67.18 (M.E.)
TC 68.06 (M.E.)
TC 66.94
TC 67.77
BC 67.15 (M.E.)
TC 67.49 (M.E.)
BC 66.92 (M.E.)
TC 67.28 (M.E.)
BC 67.13
TC 67.30
TC 67.13
BC 66.96
BC 66.89
TC 67.59 (M.E.)
TC 67.39 (M.E.)
INLET FILTER (TYP.)
DEPRESSED
CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
RESET PAVERS (TYP.)
GRANITE BLOCK
CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING
STRAW MULCHING (TYP.)
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
PREVIOUSLY
CONSTRUCTED
ADA RAMP
PREVIOUSLY
CONSTRUCTED
ADA RAMP
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
RESET EXISTING
CASTING
TC: 67.22
GR: 66.72
RESET EXISTING CASTING TO
MATCH CROSS SECTION SLOPE
TC: 67.38
GR: 66.72
APPROXIMATE LIMIT OF FULL DEPTH
REPAIR - SEE SHEETS 13-14
BICYCLE SAFE
GRATE (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING EXISTING
CASTING
RIM: 67.56
HOT MIX ASPHALT
SIDEWALK, 2" THICK
LIMIT OF
DISTURBANCE (TYP.)
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
HATCH LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
CONCRETE SIDEWALK, 4" THICK
HOT MIX ASPHALT SIDEWALK, 2" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
RESET PAVERS
APPROXIMATE LIMIT OF FULL DEPTH REPAIR -
SEE SHEETS 13-14
LIMIT OF DISTURBANCE
LINETYPE LEGEND
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-5-DIMS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
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.
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.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
DIMENSION PLAN
5
MATCHLINE BASE BID - STA 5+31 SHEET 6
PROFILE OF SPRUCE STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
5+31
68.50
68.50
68.65
68.65
6+00
69.05
69.05
69.44
69.44
7+00
69.84
69.84
70.24
70.24
8+00
70.64
70.64
71.03
71.03
9+00
71.35
71.35
71.67
71.67
9+74
71.84
71.84
0.80%
0.64%
GBS: 8+49.25
GBE: 71.03
GBS: 9+57.44
GBE: 71.72
PROPOSED PROFILE
H
Y
D
S P R U C E S T R E E T
6+00
7+00
8+00
9+00
5+31
9+74
±18'
±18'
69
70
71
TC 69.11 (M.E.)
TC 69.09 (M.E.)
TC 70.87
TC 71.26 (M.E.)
BC 68.09 (M.E.)
BC 68.77
BC 69.24 (M.E.)
BC 70.68 (M.E.)
BC 70.80 (M.E.)
BC 69.34 (M.E.)
BC 68.89 (M.E.)
BC 68.65 (M.E.)
TC 68.44 (M.E.)
TC 69.66 (M.E.)
TC 71.14 (M.E.)
BC 68.11
BC 68.21
BC 68.51
BC 68.63
BC 68.78
BC 68.87
BC 69.26
BC 69.32
BC 70.70
BC 70.78
TC 68.28
TC 68.38
TC 68.63 (M.E.)
BC 68.27 (M.E.)
TC 68.68
TC 68.80
TC 69.04
TC 68.95
TC 69.26 (M.E.)
TC 69.43
TC 69.49
TC 69.72 (M.E.)
TC 70.95
BC 68.05 (M.E.)
TC 68.38 (M.E.)
BC 68.53
TC 68.92 (M.E.)
BC 68.18 (M.E.)
TC 68.59 (M.E.)
BC 68.72 (M.E.)
TC 69.18 (M.E.)
BC 68.07
TC 68.24
BC 68.56
TC 68.86
TC 68.32
BC 68.15
BC 68.69
TC 68.73
BC 70.33 (M.E.)
TC 70.72 (M.E.)
BC 70.34
TC 70.51
BC 70.99 (M.E.)
TC 71.45 (M.E.)
BC 71.01
TC 71.18
BC 70.52
TC 70.69
TC 70.55
BC 70.38
TC 70.80
BC 70.63
TC 70.94
BC 70.77
TC 70.85
BC 70.68
TC 71.14
BC 70.64
TC 71.17
BC 70.67
BC 70.79
TC 71.24 (M.E.)
BC 71.12 (M.E.)
TC 71.57 (M.E.)
BC 71.10
TC 71.27
TC 70.58
BC 70.39
BC 68.48 (M.E.)
BC 70.89
BC 68.70
BC 68.37 (M.E.)
TC 68.76 (M.E.)
BC 70.47
TC 70.96
G 71.78(M.E.)
G 71.81(M.E.)
G 71.97(M.E.)
G 72.08(M.E.)
G 71.78
G 71.75
G 71.61
G 71.57
G 71.76
G 71.75
G 71.90
G 72.00
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
(TYP.)
DEPRESSED CURB
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB
LIMIT OF
DISTURBANCE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
CONCRETE SIDEWALK,
4" THICK (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING EXISTING
CASTING
RIM: 70.46
RESET MANHOLE, SANITARY
SEWER, USING EXISTING
CASTING
RIM: 68.51
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING
STRAW MULCHING (TYP.)
GRANITE BLOCK
CURB (TYP.)
APPROXIMATE LIMIT OF FULL
DEPTH REPAIR - SEE SHEETS 13-14
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
HATCH LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
CONCRETE SIDEWALK, 4" THICK
HOT MIX ASPHALT SIDEWALK, 2" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
RESET PAVERS
APPROXIMATE LIMIT OF FULL DEPTH REPAIR -
SEE SHEETS 13-14
LIMIT OF DISTURBANCE
LINETYPE LEGEND
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-6-DIMS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
DIMENSION PLAN
6
MATCHLINE BASE BID - STA 9+74 SHEET 7
MATCHLINE BASE BID - STA 5+31 SHEET 5
H
Y
D
S P R U C E S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
10+00
11+00
12+00
13+00
14+00
15+00
9+74
15+52
±19.5'
±19.5'
±18'
±18'
LOM/LOP
15+52
72
73
73
72
LOM/LOP
4" Y
4" Y
4" Y
6" W
6" W
G 72.30
G 72.41
G 72.47
G 72.36
BC 72.25
TC 72.25
BC 72.19
TC 72.19
BC 72.64
TC 72.64
BC 72.61
TC 72.61
BC 72.71
BC 72.73
TC 72.71
TC 72.73
G 72.45
G 72.43
G 72.48
G 72.50
G 72.67(M.E.)
G 72.65(M.E.)
G 72.61
G 72.67
G 72.45
G 72.39
G 72.16
G 71.94
G 71.98
G 72.10
G 72.10
G 72.14
G 72.12
G 72.22(M.E.)
G 72.18(M.E.)
G 72.12
G 72.14
G 71.99
G 71.93
G 72.06
G 72.15(M.E.)
G 72.18(M.E.)
BC 72.75 (M.E.)
G 73.13(M.E.)
G 73.13(M.E.)
G 72.89
G 72.95
G 72.94(M.E.)
G 72.95(M.E.)
G 72.84
G 72.78
BC 72.67 (M.E.)
G 72.95
G 73.10
G 73.14(M.E.)
G 73.11(M.E.)
G 72.90
TC 72.60
BC 72.60
TC 72.87 (M.E.)
BC 72.53 (M.E.)
BC 72.60
TC 72.60
TC 72.37
BC 72.37
BC 72.37
TC 72.37
G 72.75
G 72.70(M.E.)
G 72.78(M.E.)
G 72.57
TC 72.64 (M.E.)
BC 72.31 (M.E.)
G 72.75
G 72.57
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
DEPRESSED CURB
(TYP.)
RESET MANHOLE, SANITARY
SEWER, USING EXISTING
CASTING
RIM: 72.15
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE BLOCK
CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING
STRAW MULCHING (TYP.)
CONCRETE
SIDEWALK,
4" THICK
(TYP.)
4"Y
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
RESET PAVERS (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (4" REVEAL)
LIMIT OF
DISTURBANCE (TYP.)
FLUSH CURB (TYP.)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
9" X 18" CONCRETE
VERTICAL CURB (4"
REVEAL)
TRANSITION POINT
FROM 8" WIDE (EXISTING)
CURB TO 6" WIDE
(PROPOSED) CURB
9" X 18" CONCRETE
VERTICAL CURB (4" REVEAL)
9" X 18" CONCRETE
VERTICAL CURB (4" REVEAL)
R15'
R10'
APPROXIMATE LIMIT OF FULL DEPTH
REPAIR - SEE SHEETS 13-14
4" Y
4" Y
9" X 18" CONCRETE
VERTICAL CURB (6" REVEAL)
PROFILE OF SPRUCE STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
9+74
71.84
71.84
10+00
72.01
72.01
72.32
72.32
11+00
72.56
72.56
72.81
72.81
12+00
73.06
73.06
73.31
73.31
13+00
73.54
73.54
73.57
73.57
14+00
73.36
73.36
73.11
73.11
15+00
72.76
72.76
72.39
72.39
15+52
72.38
72.38
0.59%
0.68%
0.50%
0.51%
0.50%
GBS: 11+20.00
GBE: 72.66
GBS: 14+00.00
GBE: 73.36
HIGH POINT ELEV = 73.59
HIGH POINT STA = 13+30.65
PVI STA: 13+35.39
PVI ELEV: 73.74
K: 105.76
LVC: 115.48
BVCS: 12+77.64
BVCE: 73.45
EVCS: 13+93.13
EVCE: 73.40
HP ELEV
73.59
PROPOSED PROFILE
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
HATCH LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
CONCRETE SIDEWALK, 4" THICK
HOT MIX ASPHALT SIDEWALK, 2" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
RESET PAVERS
APPROXIMATE LIMIT OF FULL DEPTH REPAIR -
SEE SHEETS 13-14
LIMIT OF DISTURBANCE
LINETYPE LEGEND
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-7-DIMS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
DIMENSION PLAN
7
MATCHLINE BASE BID - STA 15+52 SHEET 8
MATCHLINE BASE BID - STA 9+74 SHEET 6
PROFILE OF SPRUCE STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
80
65
70
75
80
15+52
72.37
72.38
16+00
71.99
72.02
71.57
71.66
17+00
71.08
71.19
70.68
70.78
18+00
70.25
70.37
69.86
69.97
19+00
70.00
70.01
19+10.18
70.09
GBS: 16+50.00
GBE: 71.66
GBS: 18+39.96
GBE: 70.04
GBS: 19+09.21
GBE: 70.10
LOW POINT ELEV = 69.83
LOW POINT STA = 18+73.71
PVI STA: 18+73.90
PVI ELEV: 69.78
K: 16.32
LVC: 25.93
BVCS: 18+60.94
BVCE: 69.88
EVCS: 18+86.87
EVCE: 69.88
LP ELEV
69.83
0.81%
0.97%
0.78%
0.82%
0.99%
0.73%
PROPOSED PROFILE
H
Y
D
S P R U C E S T R E E T
W E S T E N D P L AC E
N O R M A N P L AC
19+10
16+00
17+00
18+00
19+00
±19.5'
±19.5'
15+52
72
LOM/LOP
6" W
6" W
6" W
6" W
12" W
2 - 4" Y
4" Y
4" Y
G 71.02
G 71.08
G 71.10
G 71.16
G 71.27
G 71.19
G 70.84
G 70.90
G 70.82
G 70.76
G 70.87
G 70.93
G 71.22(M.E.)
G 71.21(M.E.)
G 71.42(M.E.)
G 71.54(M.E.)
G 71.33(M.E.)
G 71.41(M.E.)
G 70.85(M.E.)
G 70.85(M.E.)
G 69.70(M.E.)
G 69.72(M.E.)
G 69.50(M.E.)
G 69.55(M.E.)
INLET FILTER (TYP.)
RESET SLATE SIDEWALK
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING
STRAW MULCHING (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (6" REVEAL)
LIMIT OF
DISTURBANCE
(TYP.)
RESET PAVERS (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
RESET EXISTING
CASTING
TC: 69.19
GR: 68.68
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
CONCRETE
SIDEWALK,
4" THICK
(TYP.)
PREVIOUSLY
CONSTRUCTED
ADA RAMP
)
COORDINATE
RIOR TO
STRUCTION
REMOVE EXISTING
STRIPING
APPROXIMATE LIMIT OF FULL DEPTH
REPAIR - SEE SHEETS 13-14
71
70
69
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
HATCH LEGEND
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
CONCRETE SIDEWALK, 4" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
RESET PAVERS
APPROXIMATE LIMIT OF FULL DEPTH REPAIR -
SEE SHEETS 13-14
LIMIT OF DISTURBANCE
LINETYPE LEGEND
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-8-DIMS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
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.
.
.
.
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.
.
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.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
DIMENSION PLAN
8
MATCHLINE BASE BID - STA 15+52 SHEET 7
TC:71.75
-4.46%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+60
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
TC:72.60
TC:72.30
1.90%
6.09%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
TC:72.36
TC:72.34
2.27%
4.39%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
TYPICAL CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
TC:72.06
TC:72.26
2.46%
4.22%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
TC:71.95
TC:72.30
2.96%
3.48%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+80
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
TC:72.40
TC:72.24
7.19%
2.89%
TC:XX.XX
TC:XX.XX
X.XX%
X.XX%
X.XX%
X.XX%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
50
0
-10
-20
-30
-40
72.47
72.47
72.47
72.47
72.56
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+29.41
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
50
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
EXIST.ELEV.
6" OR 4" (FULL HEIGHT
CURB - REFER TO PLANS)
2" (DEPRESSED CURB
AT DRIVEWAYS)
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
VARIABLE ROADWAY WIDTH (REFER TO PLAN VIEW)
70' RIGHT-OF-WAY WIDTH
TC:72.15
TC:71.97
6.13%
4.73%
-40
40
71.93
72.36
TC:71.81
-5.80%
-3.06%
-2.00%
72.16
-3.00%
-2.00%
2.13%
1.36%
1.98%
-3.00%
-1.99%
2.68%
2.05%
0.79%
-2.00%
-3.00%
0.67%
0.66%
2.39%
1.50%
-3.00%
-2.00%
1.12%
1.50%
-2.85%
-2.00%
1.15%
1.50%
-2.75%
-2.00%
-2.75%
-2.00%
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X18" CONCRETE
CURB (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-9-SCTN By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTIONS
9
TC:72.54
TC:72.53
3.32%
3.43%
TC:72.85
TC:72.55
4.22%
4.68%
TC:72.75
TC:72.73
4.22%
6.19%
TC:72.85
TC:72.99
2.98%
2.53%
TC:73.35
TC:73.05
2.73%
0.50%
TC:73.26
TC:73.24
0.59%
4.65%
TC:72.61
TC:72.75
3.11%
2.65%
TC:72.86
TC:73.00
2.77%
1.31%
TC:73.11
TC:73.25
1.16%
4.32%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 12+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 12+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+37
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 11+78
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 12+30
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 12+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 12+80
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
72.63
72.72
72.84
72.89
73.02
73.14
73.21
73.28
73.28
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-10-SCTN By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTIONS
10
TC:73.22
TC:73.36
2.13%
3.89%
TC:72.27
6.25%
TC:71.94
9.08%
TC:73.34
TC:73.48
1.75%
0.46%
TC:73.36
TC:73.51
1.23%
2.80%
TC:73.15
TC:73.14
1.07%
3.79%
TC:72.43
TC:72.87
0.48%
1.15%
TC:72.13
6.21%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 13+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 13+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 14+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 15+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 16+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 13+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 15+37
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 15+82
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 14+57.05
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
50
0
-10
-20
-30
-40
-50
TC:72.70
4.83%
73.42
73.48
73.26
73.32
73.07
72.66
72.45
72.14
71.99
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.75%
-2.00%
-2.77%
-2.01%
-1.84%
-2.54%
-2.00%
-2.52%
-2.00%
-2.50%
-2.00%
-2.50%
-2.00%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-11-SCTN By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTIONS
11
TC:71.47
5.79%
TC:70.91
10.12%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 18+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:71.44
8.79%
TC:70.89
24.23%
TC:70.33
TC:70.48
24.47%
TC:70.08
8.88%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 16+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 17+78
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
50
0
-10
-20
-30
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 17+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 18+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 18+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 16+80
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 17+08.08
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:69.95
4.43%
CROSS SECTION OF SPRUCE STREET ALIGNMENT
STATION: 18+30
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
TC:69.91
71.57
71.28
70.99
70.68
70.44
70.25
70.01
69.86
69.78
-2.54%
-2.00%
-2.96%
-2.00%
-3.00%
-2.00%
-3.00%
-3.00%
-2.00%
-3.49%
-2.00%
-4.26%
-2.00%
11.60%
1.50%
8.14%
-4.79%
-2.00%
-5.66%
-2.00%
10.00%
1.50%
6.94%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-12-SCTN By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTIONS
12
B R O O K S I D E P L A C E
S P R U C E S T R E E T
1+00
2+00
3+00
4+00
5+00
5+31
H
Y
D
S P R U C E S T R E E T
6+00
7+00
8+00
9+00
5+31
9+74
LEGEND
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
FULL DEPTH HOT MIX ASPHALT PAVEMENT REPAIR, HMA
TEST PIT OVER EXISTING UTILITY LINE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-13-FDR By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
FULL DEPTH
RECONSTRUCTION MAP
13
MATCHLINE BASE BID - STA 5+31 THIS SHEET
MATCHLINE BASE BID - STA 9+74 SHEET 14
MATCHLINE BASE BID - STA 5+31 THIS SHEET
20
20
40
SCALE : 1" = 20'
0
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH HOT
MIX ASPHALT PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH HOT
MIX ASPHALT PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
TEST PIT OVER EXISTING UTILITY LINE (TYP.)
H
Y
D
S P R U C E S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
T O R B U S H
S T R E E T
T U L I P
S T R E E T
10+00
11+00
12+00
13+00
14+00
15+00
9+74
15+52
H
Y
D
S P R U C E S T R E E T
W E S T E N D P L AC E
N O R M A N P L AC E
19+10
16+00
17+00
18+00
19+00
15+52
LEGEND
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
FULL DEPTH HOT MIX ASPHALT PAVEMENT REPAIR, HMA
TEST PIT OVER EXISTING UTILITY LINE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\C-14-FDR By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE
ENGINEER - TYP.)
FULL DEPTH
RECONSTRUCTION MAP
14
MATCHLINE BASE BID - STA 15+52 THIS SHEET
MATCHLINE BASE BID - STA 15+52 THIS SHEET
20
20
40
SCALE : 1" = 20'
0
APPROXIMATE LOCATION OF FULL DEPTH HOT
MIX ASPHALT PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH HOT
MIX ASPHALT PAVEMENT REPAIR, HMA
(TO BE FIELD VERIFIED BY THE ENGINEER - TYP.)
MATCHLINE BASE BID - STA 9+74 SHEET 13
TEST PIT OVER EXISTING
UTILITY LINE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\C-15-SESC DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL NOTES AND
DETAILS
15
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
3
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
4
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2500
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER
EACH RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
6.
SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A POST BY WRAPPING EACH END OF THE GEOTEXTILE
AROUND THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE.
GRADE
6' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 6' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
DRIVE POST PLUMB OR
SLIGHTLY UPHILL
NOT TO SCALE
CD-158-1.1
X
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF
OFF-SITE. ALL TOPSOIL STOCKPILES SHALL BE REMOVED ON A DAILY BASIS.
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE,
DIVERSIONS, SEDIMENT BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11
THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL
EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, MULCH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN
ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH
THE STANDARD FOR TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF
4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM
DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR MORE IN ACCORDANCE WITH
THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT
DAMAGING SOIL STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST
RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION.
SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE
EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY
LIMESTONE IN ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL
TESTING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR
MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND
SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE
SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS
PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND
UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4
INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ON THE
GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED
IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY
DIMENSION AND OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE,
CLODS LUMPS OR OTHER UNSUITABLE MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED
WITHIN THE DATES SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY
HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER
SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED
SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED
PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A
TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED
TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED,
WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED.
MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4
MULCHING BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD
BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT
INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING
SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO
STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH
ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE
GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE
CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON
SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR
SALT HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90
POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD
OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF
APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR
LAWNS DUE TO THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE
ANCHORED IMMEDIATELY AFTER PLACEMENT USING PEG AND TWINE, MULCH
NETTING, MECHANICAL CRIMPER OR LIQUID MULCH BINDERS IN ACCORDANCE
WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT
FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING
MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED
BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS
MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER
SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A
RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS.
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTETION
UNTIL SEEDING IS ESTABLISHED.
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION LAST REVISED
JANUARY 2014.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF NAY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED. TOP SOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK
WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF
5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
2 WEEKS
- INSTALL CURB RAMPS AND CURBING
2 WEEKS
- COMPLETE PAVING OPERATIONS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 8 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
AREA OF DISTURBANCE = 33,873 SF OR 0.78 ACRES
NOT TO SCALE
SEEDING MIX
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\C-16-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
16
PLAN
SECTION
CONCRETE SIDEWALK
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
N.T.S.
CONCRETE SIDEWALK, 4" THICK
DENSE GRADED
AGGREGATE, 4" THICK
MIN SLOPE 0.5%
MAX SLOPE 2%
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. INCLUDE COST UNDER
THE CONCRETE SIDEWALK, REINFORCED, 4" THICK PAY ITEM.
2.
FLUSH CURBS AT CURB RAMPS SHALL BE POURED MONOLITICALLY WITH CURB RAMP. FLUSH BELGIAN
BLOCK CURB IS NOT ACCEPTABLE.
PAVEMENT FLUSH
WITH RAMP
N.T.S.
ADA RAMP DETAIL
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
IS
TO
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER FOR
APPROVAL A SHOP DRAWING OF THE DETECTABLE
WARNING SURFACE PRIOR TO CONSTRUCTION.
4.
THE CONTRACTOR MUST PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY
RED
AS
APPROVED
BY
THE
LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE USED
PROVIDED SUCH COLOR COMPLIES WITH CURRENT ADA
STANDARDS.
6.
DETECTABLE WARNINGS ARE TO CONSIST OF A
SURFACE OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE MUST HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE MUST HAVE A CENTER-TO-CENTER SPACING OF
1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER MUST NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES ARE NOT BE PLACED
ON PAVING OR EXPANSION JOINTS AT CURB RAMPS. THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACES
ARE
TO
BE
ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES ARE TO BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES ARE
TO BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED ON THE TURNING SPACE
AT THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED AT THE BACK OF CURB.
WHERE
RAISED
PEDESTRIAN
STREET
CROSSINGS,
DEPRESSED CORNERS OR OTHER LEVEL PEDESTRIAN
STREET
CROSSINGS
ARE
PROVIDED,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE FLUSH
TRANSITION BETWEEN THE STREET AND THE SIDEWALK.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
N.T.S.
TRAFFIC
50H:1V
50H:1V
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED AND
THE RADIUS CAUSED BY MILLING SQUARED
PRIOR TO FINAL PAVING.
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
B. B IS EQUAL TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2
INCHES. ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT
LESS THAN D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
CD-401-1.1
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
B (SEE NOTE 2)
D (SEE NOTE 4)
HMA SURFACE COURSE
C (SEE NOTE 3)
TRAFFIC
N.T.S.
MILLING TRANSITIONS DETAIL
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION IS TO JOIN WITH ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
CD-401-1.2
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB
N.T.S.
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE 1.5% CROSS SLOPE (TYP.), 2% MAX TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
5.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER AFTER REMOVAL OF THE EXISTING SIDEWALK BUT
BEFORE PLACING AND COMPACTION OF DENSE GRADED AGGREGATE.
9"
18"
6"
2' REPAIR
SEE PLAN
4"
6"
EXISTING PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1.
TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE
FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM
FONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE
FOR THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB
(WITH 2' FULL DEPTH REPAIR)
N.T.S.
NJDOT CLASS "B"
CONCRETE
N.T.S.
NJDOT CLASS "B"
CONCRETE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
GRADE
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B" CONCRETE
(SEE NOTE #1)
GRANITE BLOCK CURB
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY, BURLAP OR OTHER METHOD ACCEPTABLE
TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE
DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
ROADWAY EXCAVATION
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
NOTES:
1.
THE CONTRACTOR SHALL COMPLETE HOT MIX ASPHALT PAVEMENT REPAIRS. HOT MIX ASPHALT PAVEMENT REPAIRS
SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND COMPACTION OF DENSE-GRADED
AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE. THE COST TO SAWCUT THE PERIMETER OF FULL DEPTH
REPAIRS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEMS 'HOT MIX ASPHALT PAVEMENT REPAIR' AND
'FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA'.
2.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA PAVEMENT REPAIR.
THE PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM 'HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK'.
3.
ALL COSTS ASSOCIATED WITH HOT MIX ASPHALT PAVEMENT REPAIRS, SHALL INCLUDE THE FOLLOWING WORK:
- SAWCUTTING
- EXCAVATION, UNCLASSIFIED
- DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, MIX 19M64 (4" THICK)
HOT MIX ASPHALT PAVEMENT REPAIR AND
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
N.T.S.
CONCRETE CURB TRANSITION DETAIL
N.T.S.
PLAN
TRANSITION FROM 8" WIDE
CURB TO 6" WIDE CURB
8"
TAPER
CONSTRUCT NEW
6" WIDE CURB
8" WIDE CURB - EXISTING CURB AT
201 WEST END PLACE (CRANFORD
HIGH SCHOOL) TO REMAIN
COMPACTED SUBGRADE
ASPHALT SIDEWALK, 2" THICK
N.T.S.
DENSE GRADED AGGREGATE, 6" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
2. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 2" THICK AND "HOT MIX ASPHALT DRIVEWAY, 6" THICK.
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
COMPACTED SUBGRADE
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
2. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 2" THICK AND "HOT MIX ASPHALT DRIVEWAY, 6" THICK.
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 6" THICK
MATCH EXISTING
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\C-17-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
17
VARIES
VARIES
TYPICAL ROAD SECTION
N.T.S.
30' ROAD WIDTH
CONCRETE CURB (TYP)
WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CONCRETE CURB (TYP)
WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS. AFTER MILLING, PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 6" ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 6” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL DENSE GRADED AGGREGATE FROM THE TOP OF THE EXISTING HOT MIX ASPHALT PAVEMENT SECTION TO
6" BELOW THE FINAL GRADE, A LIFT OF 19M64 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE
THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
WHEN PROPOSED HMA SURFACE IS INSTALLED IN AN AREA WHERE THERE IS NO EXISTING HMA SURFACE COURSE, INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL;
·
WHEN PROPOSED HMA SURFACE IS BELOW THE EXISTING HMA SURFACE, REMOVE THE EXISTING SECTION USING MILLING, PAVEMENT REMOVAL AND EXCAVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER. INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL, UNLESS DIRECTED OTHERWISE BY THE ENGINEER;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
20"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N' ECO)
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
DUMP NO WASTE
DRAINS TO WATERWAYS
4. NAME PLATE SHALL READ "DRAINS TO WATERWAYS"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
3/8"
N.T.S.
SECTION B-B
SECTION A-A
SECTION C-C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
BICYCLE SAFE GRATE (CAST IRON)
A
B
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
A
B
WEIGHT 300 ± 15 LBS.
C
1 3/8"
1 1/2"
3/4"
1"
2 1/2"
3 7/8"
4 3/8"
4 3/8"
3' - 11 3/4"
4 3/8"
1"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
4 3/8"
1"
1"
1"
1"
1"
2 3/8"
3 7/8"
4 3/8"
2 1/2"
5/8"
1 1/4"
NOTES: DIMENSION, WEIGHTS AND OTHER CRITERIA SHOWN ON THESE DETAILS ARE FOR CLASS 35B CAST IRON.
C
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
12% MAX.
PLAN
A
A
APRON WIDTH
1/2" THICK NON-EXTRUDABLE
BITUMINOUS MATERIAL FOR
EXPANSION JOINT
BACK EDGE OF
SIDEWALK
PROVIDE EXPANSION JOINT
MIDWAY IF WIDTH OF APRON
IS GREATER THAN 12'
CONCRETE SIDEWALK,
4" THICK (SEE DETAIL)
CONC. DRIVEWAY APRON
DRIVEWAY
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
APPROVED COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2" (TYP.)
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
4' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
PREMOLDED
EXPANSION
JOINTS
CONCRETE
CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
18"
VARIES - SEE PLAN
PAVEMENT
PIPE DRAIN DETAIL
N.T.S.
PIPE DRAIN
2"
NOTES:
1.
ALL STORM PIPES DISCHARGING TO THE SURFACE WITHIN THE LIMITS OF
CURB REPLACEMENT SHALL BE EXTENDED TO THE CURB AND DISCHARGE
THROUGH THE CURB, WITH THE EXCEPTION OF ANY ROOF LEADERS TO BE
DIRECTLY
CONNECTED
TO
EXISTING
OR
PROPOSED
SUBGRADE
STORMWATER INFRASTRUCTURE.
N.T.S.
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. COVERS FOR SEWER MANHOLES SHALL BE MARKED "SEWER".
6. COVERS FOR DRAIN MANHOLES SHALL BE MARKED "DRAIN".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1202B
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
RESET EXISTING CASTING (MANHOLE)
1' OR LESS
SURFACE COURSE
CURB
FILL TO TOP OF
BASE COURSE WITH
CLASS B CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 1' OR LESS
1. CRACKS SHOULD BE FILLED
WITH NON-SHRINK GROUT.
2. ENTIRE INSIDE SURFACE OF
INLET SHOULD BE SKIM
COATED WITH MORTAR.
RESET EXISTING CASTING
N.T.S.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
12"
(TYPICAL)
N.T.S.
RESET PAVER DRIVEWAY DETAIL
NOTES:
1.
CONTRACTOR TO SET TOP OF BEDDING SO THAT TOP OF PAVERS ARE AT FINISHED
GRADE AFTER COMPACTION.
2.
3.
SHOULD BE RESET FLUSH WITH ADJACENT PAVEMENT.
4.
EXISTING PAVERS SHALL BE RESET AS SHOWN ON THE PLANS AND DIRECTED IN THE
FIELD BY THE ENGINEER.
5.
ALL COSTS ASSOCIATED WITH THE RESETTING OF THE EXISTING PAVER DRIVEWAY,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL AND BASE COURSE
SHALL BE INCLUDED IN THE SQUARE YARD PRICE BID FOR RESET PAVERS PAY ITEM.
VARIABLE
2 3/8" & 1 1/2" PAVER
2" SAND
SETTING
BED
6" DGA
FILTER FABRIC
COMPACTED SUB GRADE
POLYMERIC JOINT SAND
1'-9 3/4"
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0081\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2022-
SPRUCE STREET
IMPROVEMENTS
(BROOKSIDE PLACE TO
WEST END PLACE)
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
02/06/23
MIB
PWJ
CDT0081
26
1
04/26/23
MIB
REVISED AS PER NJDOT COMMENTS
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
18
G20-2
60" x 24"
W1-6(R)
48" x 30"
W20-1
48" x 48"
W21-5
48" x 48"
W20-7A
48" x 48"
(16 S.F.)
M4-9X
30" x 24"
(5 S.F.)
M4-9X (S)
48" x 36"
(12 S.F.)
M4-9LX (LEFT)
M4-9RX (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (XS)
48" x 36"
(12 S.F.)
M4-9L (LEFT)
M4-9R (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (S)
48" x 36"
(12 S.F.)
M4-10L (LEFT)
M4-10R (RIGHT)
48" x 18"
(6 S.F.)
R11-2
48" x 30"
(10 S.F.)
M4-11
30" x 24"
(5 S.F.)
R11-3
60" x 30"
(12.5 S.F.)
G20-2A
60" x 24"
(10 S.F.)
R11-4
60" x 30"
(12.5 S.F.)
W20-2
48" x 48"
(16 S.F.)
W20-1A
48" x 48"
(16 S.F.)
W20-3
48" x 48"
(16 S.F.)
W99-2
48" x 48"
(16 S.F.)
W1-6(L)
48" x 30"
CONSTRUCTION SIGN DETAILS
N.T.S.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 8" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC
SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14 PAN HEAD METAL SCREWS OR
PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE
SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND PLACED ACCORDING TO THE
MANUFACTURE'S RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350 CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
8" MIN.
TO 12" MAX.
11"
8" MIN.
TO 12" MAX.
11"
8" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR HIGHWAY
SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON THE
ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF STEEL
COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18 INCHES
ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL BE 7
FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL BARRIER OR
CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
CONSTRUCTION SIGNS NOTES
N.T.S.
CD-159-6.1
CD-159-6.1
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY
OUT HIS WORK TO PROVIDE FOR THE CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW BY THE ENGINEER PRIOR
TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE CONTRACTOR DESIRES TO
CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO THE ENGINEER FOR REVIEW AND APPROVAL. THERE
MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED
CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN
THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT THE
DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO MAINTAIN AND PROTECT TRAFFIC SHALL BE
INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT
WILL BE MADE FOR RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR SHALL PROVIDE MEANS
OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS
AFFECTED BY THE WORK OF THIS CONTRACT. DURING CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH
AT THE DRIVEWAY ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING, MOVING, AND REMOVING
FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE CLEARING SITE PAY ITEM.
50' MIN. (TYP.)
10'
(TYP.)
10'
(TYP.)
10'
(TYP.)
N.T.S.
TRAFFIC CONTROL FOR MILLING & OVERLAY DETAIL
N.T.S.
TRAFFIC CONTROL FOR CURB & SIDEWALK CONSTRUCTION DETAIL
BREAKAWAY BARRICADES WITH WI-6L
(TYPICAL) NOTE: USE WI-6R WHEN
CONSTRUCTION OTHER SIDE OF STREET
TRAFFIC DRUMS/BARRICADES
AS DIRECTED BY THE ENGINEER
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH RIGHT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART RIGHT
CURB & SIDEWALK CONSTRUCTION
AT MID BLOCK LEFT & RIGHT
CONSTRUCTION AREA
(TYPICAL)
DRUM (TYPICAL)
CONSTRUCTION AREA
NOTE:
1.
TRAFFIC CONTROL FOR CURB & SIDEWALK DETAIL SHALL BE USED IN
CONJUNCTION WITH ENCLOSED STANDARD TRAFFIC CONTROL DETAILS.
NOTE:
1.
TRAFFIC CONTROL FOR MILLING AND OVERLAY DETAIL SHALL BE USED IN
CONJUNCTION WITH ENCLOSED STANDARD TRAFFIC CONTROL DETAILS.
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE
BALLAST SHALL BE 50 LBS. AND BE LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF
BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE
AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES,
THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL CONFORM WITH
ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF
KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE
SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
CD-159-1.1
TRAFFIC CONE DETAIL
N.T.S.
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
CD-159-1.2
NOTES:
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON
APPROVAL OF THE ENGINEER.
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
--- Document: Click Here for Paving Program Slide Show ---
[Document URL returned HTML - likely stale/removed]
--- Document: Construction Plans for 2022 Capital Road Improvements ---
SPRINGFIELD
NORTH AVENUE WEST
(NEW JERSEY STATE ROUTE NO. 28)
SPRINGFIELD
(COUNTY ROUTE NO. 615)
AVENUE
NORTH
AVENUE
(NEW JERSEY STATE ROUTE NO. 28)
SOUTH AVENUE EAST (COUNTY ROUTE NO. 610)
CENTENNIAL AVENUE (COUNTY ROUTE NO. 615)
WALNUT AVENUE
CENTENNIAL
AVENUE
(COUNTY ROUTE NO. 615)
(COUNTY ROUTE NO. 615)
AVENUE
EAST
(COUNTY ROUTE NO. 610)
(COUNTY ROUTE NO. 632)
AVENUE
WALNUT
KENILWORTH
(COUNTY ROUTE NO. 509)
BOULEVARD
UNION AVENUE
AVENUE
NORTH
UNION
(COUNTY ROUTE NO. 632)
RARITAN
ROAD
(COUNTY ROUTE NO. 607)
RARTIAN ROAD (COUNTY ROUTE NO. 607)
UNION
AVE.
NO.
COUNTY
PARK
DRIVE
NOMAHEGAN
COURT
NOMAHEGAN COURT
NOMAHEGAN ROAD
SHAWNEE ROAD
SENECA ROAD
PAWNEE ROAD
RUTGERS ROAD
PRINCETON ROAD
AMHERST RD
COLBY LANE
COLBY LANE
CORNELL ROAD
DARTMOUTH
ROAD
HARVARD ROAD
YALE
PENN
TERRACE
HARVARD
ROAD
BROWN TERRACE
MAKATOM DRIVE
INDIAN SPRING ROAD
BEECH STREET
GALLOWS HILL ROAD
COOLIDGE STREET
TERRACE
CANTERBURY PLACE
PLACE
MOSS
LANE
WAVERLY PLACE
ARNET PLACE
HILLSIDE PLACE
ORCHARD STREET
ORCHARD
ORCHARD
BEECH
STREET
PARK AVENUE
WOODS HOLE
ROAD
RAMSGATE
ROAD
TULIP STREET
WEST END PLACE
ROW
TORBUSH
STREET
SPRUCE STREET
TULIP STREET
WILLOW STREET
ROMORE PLACE
ROMORE PLACE
LAFAYETTE PLACE
DOERING WAY
BALMIERE
ROAD
BALMIERE
PARKWAY
TULIP STREET
BROOKSIDE
FOURTH AVENUE
CEDAR STREET
GALLOWS
HILL
ROAD
STREET
STREET
BROOKSIDE PLACE
SPRING
GARDEN STREET
GREAVES PLACE
ESTELLE PLACE
WEST
END
PLACE
CRESCENT
PLACE
NORMAN PLACE
PITTSFIELD
STREET
HAMPTON STREET
BERKELEY PLACE
HAMPTON STREET
HAMPTON
ROAD
WEST HOLLY STREET
MILN STREET
HOLLY
STREET
EASTMAN
STREET
CENTRAL
AVENUE
ALDEN STREET
VENETIA AVENUE
GLENWOOD
ROAD
EDGEWOOD
ROAD
BROOKDALE ROAD
BROOKDALE
PLACE
SUMMIT
AVENUE
KENSINGTON AVE.
RICHMOND AVENUE
BELMONT
AVENUE
WOOD
PLACE
HENLEY AVENUE
ELMORA AVENUE
RIVERSIDE
DRIVE
CLAREMONT PLACE
RIVERSIDE
DRIVE
FRANKLIN AVENUE
CLINTON STREET
NORMANDIE PLACE
ELMORA AVENUE
BARGOS PLACE
LASALLE AVENUE
GRAIG PLACE
DAY PLACE
RIVERSIDE
DRIVE
MAPLE
PLACE
ORANGE
AVENUE
ORANGE
AVENUE
HERNING
AVENUE
DUNHAM
BELMONT
STONE STREET
RIDGE STREET
OAK
LANE
MANOR AVENUE
COLUMBIA AVENUE
LOCUST DRIVE
BELMONT AVENUE
HAZEL STREET
WINDSOR PLACE
BIRCH STREET
POPLAR
WAY
HEMLOCK CIRCLE
HEMLOCK CIRCLE
DAVIS STREET
BIRCHWOOD
AVENUE
WADSWORTH
TERRACE
WATCHUNG AVENUE
CRANFORD AVENUE
RALEIGH AVENUE
PARKER AVENUE
MANOR AVENUE
CASINO
AVENUE
PROSPECT AVENUE
CLAREMONT
PLACE
FOREST AVENUE
SYLVESTER STREET
GARDEN STREET
HASKINS AVENUE
CRANFORD
AVENUE
MADISON AVENUE
HAMILTON
AVENUE
ARLINGTON
ROAD
ARLINGTON ROAD
JOHN STREET
PLACE
ELIZABETH
AVENUE
SCHERRER STREET
BLOOMINGDALE
AVENUE
CHERRYWOOD AVENUE
ROSELLE
AVENUE
ALBANY AVENUE
CAROL COURT
HASKINS AVENUE
SAILER STREET
ADAMS AVENUE
VAN BEUREN AVENUE
BELL PLACE
LAMBERT
STREET
PARKWAY
VILLAGE
(PRIVATE)
WADE AVENUE
SAILER STREET
RICHARD STREET
FISKE TERRACE
FISKE
OSBORNE PLACE
WOODSIDE AVENUE
VERONICA
AVENUE
CARPENTER PLACE
AVENUE
CASINO
TERRACE
PRIVATE
ROAD
WOODLAWN AVENUE
AVENUE
EAST
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
ROGER AVENUE
KEITH JEFFRIES AVENUE
CONNECTICUT STREET
MORSE STREET
BRAEMAR
CIRCLE
GEORGIA STREET
DENMAN ROAD
CAROLINA STREET
CAROLINA STREET
CULIN
DORCHESTER AVENUE
DELAWARE STREET
MARYLAND STREET
VIRGINIA STREET
MARSH
STREET
DENMAN
ROAD
DENMAN PLACE
GLEN
WILSHIRE DRIVE
PLACE
SHETLAND
DRIVE
CHESTER
LANG
PLACE
LENHOME
DRIVE
ABERDEEN COURT
LENHOME DRIVE NORTH
LENHOME
DRIVE
SOUTH
GREEN
BLAKE AVENUE
BLAKE
AVENUE
BALDWIN
COURT
BLUFF
STREET
ELM
HAWTHORN STREET
MANSION TERRACE
BROAD STREET
STRATFORD TERRACE
LAWN TERRACE
EDGEBROOK
LINCOLN PARK EAST
LINCOLN PARK EAST
CRANFORD
HALL
LINCOLN AVENUE
EAST
HALE STREET
HEINRICH STREET
WOODSIDE AVENUE
MOEN
QUINE STREET
STREET
WINANS AVENUE
HOLLYWOOD AVENUE
BURCHFIELD
AVENUE
THOMAS
STREET
STATE OF NEW JERSEY DEPARTMENT OF TRANSPORTATION
SEVERIN COURT
SEVERIN COURT
CRISTIANI STREET
BALTIMORE AVENUE
AMSTERDAM
AVENUE
JACKSON
DRIVE
LUDLOW AVENUE
DRIVE
MOEN AVENUE
COMMERCE
DRVIE
McKINLEY
COLEMAN
AVENUE
JACKSON DRIVE
ALAN OKELL
PLACE
ROGER
HAROLD JOHNSON
MOHAWK
DRIVE
MOHAWK
DRIVE
ODAGE DRIVE
OMAHA DRIVE
IROQUOIS
ROAD
ALGONQUIN
DRIVE
ONEIDA
PLACE
CHEROKEE
ROAD
IROQUOIS
PLACE
MOHICAN
PLACE
ORATON
DRIVE
LEXINGTON
AVENUE
Mac ARTHUR AVENUE
MITCHELL
PLACE
PERSHING AVENUE
COLIN KELLY
COURT
COLIN KELLY
STREET
COLIN KELLY STREET
HILLSIDE AVENUE
MENDELL AVENUE
CRANE
PARKWAY
COLLINS STREET
WALL STREET
CRANFORD TERRACE
ROSE
STREET
EDWARD PL
PHILLIPS
STREET
GARDEN PLACE
YARMOUTH ROAD
MUNSEE
DRIVE
ROAD
RAMAPO ROAD
RAMAPO
COURT
CAYUGA ROAD
CAYUGA
McCLELLAN STREET
MOEN
AVENUE
GRANT STREET
ARTHUR STREET
HAYES STREET
MYRTLE STREET
PARK TERRACE
MEEKER AVENUE
BRYANT AVENUE
BEHNERT
PLACE
FIFTH AVENUE
CHIPPEWA
WAY
CLARK STREET
LEWIS STREET
PLACE
PARK STREET
NEW JERSEY TRANSIT CORPORATION
(CENTRAL RAILROAD OF NEW JERSEY)
CONSOLIDATED
CORPORATION
(LEHIGH VALLEY RAILROAD)
PARK
DRIVE
PINEWOOD AVE
ALBANY AVE
VERONICA AVENUE
TUXEDO PLACE
CONNECTICUT STREET
RANKIN AVENUE
ROAD
RAMAPO ROAD
CHERRY STREET
WASHINGTON PLACE
STREET
HICKORY
COURT
MARTIN
AVENUE
HIGH STREET
LA CORTE
NORTON PLACE
MOHAWK
STREET
PLACE
ANN
STREET
FAIRFIELD AVENUE
NORTH AVENUE, RT 28
GARDEN
STATE
PARKWAY
GARDEN
STATE
PARKWAY
GARDEN STATE PARKWAY
ROD SMITH
PLACE
COMMERCE
SOUTH UNION AVENUE
HILLCREST AVENUE
BURNSIDE AVENUE
STOUGHTON AVENUE
LEXINGTON AVENUE
ROOSEVELT AVENUE
PRESTON AVENUE
BESLER AVENUE
JAMES AVENUE
NEW STREET
MARSH STREET
WILLIAMS STREET
LINCOLN AVENUE WEST
LIVINGSTON AVENUE
SOUTH AVENUE WEST
PACIFIC
AVENUE
AVENUE
ARBOR STREET
SUTTON PLACE
LENOX AVENUE
ORCHARD STREET
MORNINGSIDE PLACE
RETFORD AVENUE
LINDEN
PLACE
PAWNEE ROAD
(DEAD END TO
SPRINGFIELD AVENUE)
TOWNSHIP
OF
CRANFORD
GLENWOOD ROAD
(VENETIA AVENUE TO
HERNING AVENUE)
BROOKDALE ROAD
(GLENWOOD ROAD TO
EDGEWOOD ROAD)
SAILER STREET
(WADE AVENUE TO
DEAD END)
MYRTLE STREET
(BALTIMORE AVENUE TO
AMSTERDAM AVENUE)
ALBANY AVENUE
(CRANFORD AVENUE TO
BLOOMINGDALE AVENUE)
CRANFORD AVENUE
(WATCHUNG AVENUE TO
BIRCHWOOD AVENUE)
WATCHUNG AVENUE
(DEAD END TO
CRANFORD AVENUE)
EDGEBROOK PLACE
(NORTH LEHIGH AVENUE
TO ELM STREET)
NORTH LEHIGH AVENUE
(CENTENNIAL AVENUE TO
DEAD END)
WALL STREET
(CENTENNIAL AVENUE
TO MUNSEE DRIVE)
SAMOSET ROAD
(YARMOUTH ROAD TO
MUNSEE DRIVE)
YARMOUTH ROAD
(MUNSEE DRIVE TO
SAMOSET ROAD)
TOWNSHIP OF
SPRINGFIELD
BOROUGH OF
GARWOOD
BOROUGH OF
ROSELLE
CITY OF
LINDEN
CLARK
TOWNSHIP
WINFIELD
TOWNSHIP
TOWN OF
WESTFIELD
TOWN OF
WESTFIELD
BOROUGH OF
KENILWORTH
BOROUGH OF
ROSELLE PARK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0080\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
COVER
1
CONSTRUCTION PLANS
FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
INDEX OF SHEETS
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 10
DIMENSION PLANS
11 - 12
PAVING LIMITS MAPS
13
CURB RAMP GRADING PLAN
14
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
15 - 19
CONSTRUCTION DETAILS
20 - 23
NJDOT TRAFFIC CONTROL DETAILS
24 - 27
NJDOT CONSTRUCTION DETAILS
KATHLEEN MILLER PRUNTY, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
GINA BLACK, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE EAST
CRANFORD, NJ 07016
PHONE:
(908) 709-7217
CONTACT: ERIK HASTRUP
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE:
(908) 851-2258
CONTACT: GEORGE PALYCA
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE,
FLOOR G, BUILDING 4,
LIVINGSTON, NJ 07039
PHONE:
(973) 422-5156
CONTACT: DARREN CRAY
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 07083
PHONE:
(908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD,
SOMERSET, NJ 08873
PHONE:
(732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE,
PLAINFIELD, NJ 07061
PHONE:
(908) 791-3456
CONTACT: MICHAEL F. BANGE
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE,
RAHWAY, NJ 07065
PHONE:
(732) 388-0868
CONTACT: JOHN BUONOCORE
KEY MAP
SCALE: N.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0080\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THE DIMENSION PLANS WERE BASED ON PUBLICLY AVAILABLE IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THE PLANS SHOULD BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2.
ALL RIGHT-OF-WAY LINES, PROPERTY LINES, AND EASEMENTS ARE APPROXIMATE AND BASED UPON TAX MAPS, PUBLICLY AVAILABLE DOCUMENTS AND PUBLICLY AVAILABLE GIS FOR UNION COUNTY.
3.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF MANSION TERRACE AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR
MANSION TERRACE" DATED 06/29/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
4.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF BROAD STREET AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR BROAD
STREET" DATED 06/25/20 FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
5.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF STRATFORD TERRACE AND NORTH LEHIGH AVENUE AND WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR
STRATFORD TERRACE" DATED 06/24/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
6.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF LAWN TERRACE AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR LAWN
TERRACE" DATED 06/17/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
7.
THE HORIZONTAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM RELATIVE
TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83.
8.
THE VERTICAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM, ADJUSTED
AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
9.
ALL RIGHT-OF-WAY LINES AND LOT LINES ARE APPROXIMATE PER TAX MAPS OF THE TOWNSHIP OF CRANFORD, UNION COUNTY, NEW JERSEY.
10.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF
THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY
COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY THE
CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR THE CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO
ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESSES MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12.
FLUSH CONCRETE CURB SHALL BE INSTALLED IN FRONT OF CURB RAMPS.
UTILITY NOTES:
1.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
2.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
3.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY
COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES.
4.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH IMPACTED
UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
5.
WATER VALVE BOXES & GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
6.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE SIDEWALK AND DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT WILL
BE MADE. COST TO BE INCLUDED IN VARIOUS PROPOSAL ITEMS.
7.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
8.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION BY THE
LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE
DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE LOCAL
POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITH AT LEAST ONE (1)
WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS AS REQUIRED BY THE LOCAL POLICE DEPARTMENT. IF REQUIRED, TEMPORARY NO PARKING SIGNS MUST BE POSTED AT LEAST
FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND SECURED BY 5 PM
DAILY.
3.
ALL MOTORIZED EQUIPMENT USED IN CONSTRUCTION OR DEMOLITION ACTIVITIES SHALL BE OPERATED WITH A MUFFLER.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL
MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS REQUIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN WRITING
AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT
EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS
OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO THE CONTRACTOR FOR DAMAGES TO EQUIPMENT OR
ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON THE PLANS, DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS
SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE
A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
3.
THE CONTRACTOR MUST ENSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
4.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
5.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER.
ACCESSIBLE CURB RAMP NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT FORMS, POURING CONCRETE AND CONSTRUCTING ACCESSIBLE CURB RAMPS TO MEET ADA STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF FIELD CONDITIONS
CONFLICT WITH INDICATED ACCESSIBLE CURB RAMP TYPES AND DETAILS PROVIDED HEREIN.
2.
THIS PROJECT MAY REQUIRE THE USE OF RECTANGULAR, RADIAL AND A COMBINATION OF RADIAL/RECTANGULAR DETECTABLE WARNING SURFACES. THE DETECTABLE WARNING SURFACES WILL BE MEASURED BASED ON ACTUAL
FINISHED PRODUCT AND NOT INCLUDE SECTIONS THAT ARE CUT AND DISCARDED.
3.
DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE AND THE COLOR SHALL CONTRAST FROM THE SURROUNDING MATERIAL.
4.
THE ENGINEER WILL INSPECT AND MEASURE THE FINAL CONDITION OF EACH CONSTRUCTED CURB RAMP. ALL CURB RAMPS FOUND NOT TO COMPLY WITH ADA STANDARDS SHALL BE DEMOLISHED AND REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
REGULATORY SIGNS MUST BE REINSTALLED AS SOON AS SIDEWALKS ARE POURED.
3.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. THE CONTRACTOR MUST
ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE. IF & WHERE DIRECTED BY THE ENGINEER. SAWCUT, REMOVE, REPLACE EXISTING BASE COURSE
AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE HOT MIX ASPHALT PAVEMENT REPAIR DETAIL.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT COMMENCE PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE PAVEMENT BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED
UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
5.
THE CONTRACTOR SHALL NOT TRACK TACK COAT OR ANY OTHER CONSTRUCTION MATERIAL OR DEBRIS ONTO ADJOINING ROADS OUTSIDE THE PROJECT LIMITS. ANY EXISTING STRIPING AND/OR PAVEMENT MARKINGS LOCATED
OUTSIDE THE PROJECT LIMITS THAT ARE IMPACTED, MARKED OR DAMAGED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVEMENT OPERATIONS, MUST BE RE-STRIPED BY THE
CONTRACTOR AT THE END OF CONSTRUCTION AT NO ADDITIONAL COST TO THE MUNICIPALITY.
QUANTITIES
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
W
G
T
E
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH HMA REPAIR)
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH CONCRETE REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
S
D
75
74
G 29.0
TC 29.0
BC 29.0
CATV
W
G
PAWNEE ROAD
CHIPPEWA WAY
H
Y
D
± 30'
± 30'
LOP/LOM
DETECTABLE
WARNING
SURFACE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
PAWNEE ROAD
± 30'
FLUSH CURB (TYP.)
FLUSH CURB (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE
(NJDEP TYPE 'N' ECO)
(TYP.)
BICYCLE SAFE
GRATE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
RELOCATE EXISTING
'1 HR PARKING'
SIGN
BELGIAN BLOCK
CURB
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-3-PAWNEE RD. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(PAWNEE ROAD)
3
MATCHLINE STA 5+66 THIS SHEET
MATCHLINE STA 11+01 SHEET 4
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE STA 5+66 THIS SHEET
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
SPRINGFIELD AVENUE - C.R.615
H
Y
D
PAWNEE ROAD
± 30'
6'
12" W
6" W
6" W
LOP/LOM
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE
(NJDEP TYPE 'N' ECO)
(TYP.)
BICYCLE SAFE
GRATE (TYP.)
RELOCATE EXISTING R1-1
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
H
Y
D
HICKORY STREET
NORTH LEHIGH AVENUE
± 35'
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
MATCHLINE STA 11+01 SHEET 3
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-4-PAWNEE RD. & N. LEHIGH AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(PAWNEE RD. & N. LEHIGH AVE.)
4
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
MATCHLINE STA 17+87 SHEET 5
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
MANSION TERRACE
H
Y
D
NORTH LEHIGH AVENUE
BROAD STREET
± 36'
LOP/LOM
12" W
LOP/LOM
6" W
6" W
6'
6'
8" W
8" W
10'
6" W
6" W
12" W
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
LIMIT OF
DISTURBANCE (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO
COORDINATE WITH
ENGINEER PRIOR TO
LAYOUT AND
CONSTRUCTION
GRASS FLARE (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
BICYCLE SAFE GRATE (TYP.)
RELOCATE:
R1-1
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
RELOCATE:
R1-1
12" W
HOT MIX ASPHALT
SIDEWALK, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
NORTH LEHIGH AVENUE
STRATFORD TERRAC
H
Y
D
LAWN TERRACE
LOP/LOM
LOP/LOM
6" W
6" W
6'
12" W
6" W
6" W
12" W
± 36'
6'
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
LIMIT OF
DISTURBANCE
(TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
GRASS FLARE (TYP.)
INSTALL: R1-1
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
RELOCATE:
R1-1
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
MATCHLINE STA 17+87 SHEET 4
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-5-N. LEHIGH AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(N. LEHIGH AVENUE)
5
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE STA 23+11 THIS SHEET
MATCHLINE STA 23+11 THIS SHEET
MATCHLINE STA 28+26 SHEET 6
ELM STREET
EDGEBROOK PLACE
H
Y
D
EBROOK PLACE
± 28'
LOP/LOM
12" W
CURB RAMP (TYPE 6)
CONTRACTOR TO COORD
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUC
TOPSOILING, 4" THICK
FERTILIZING AND SEEDI
STRAW MULCHING (TY
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
G
C
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
OCATE:
1
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
RESET MANHOLE,
USING NEW CASTING
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
O RESET EXISTING
SED GRADES
NORTH LEHIGH AVENUE
CENTENNIAL AVENUE -
C.R.615
EDGEBROOK PLACE
12" W
6" W
6" W
24" W
12" W
12" W
12" W
LOP/LOM
± 35'
6'
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING SURFACE
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
GRASS FLARE (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
BICYCLE SAFE
GRATE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
RELOCATE:
R1-1
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
CONTRACTOR TO RESET EXISTING
FENCE TO MEET PROPOSED GRADES
FIRE LANE STRIPING DEPICTED
SCHEMATICALLY AND SUBJECT TO CHANGE.
FIRE LANE STRIPING TO BE COORDINATED
WITH TOWNSHIP ENGINEER PRIOR TO
STRIPING MOBILIZATION.
4" Y (TYP.)
FIRE
LANE
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-6-N. LEHIGH AVE. & EDGEBROOK PL. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(N. LEHIGH AVE. & EDGEBROOK PL.)
6
N
S
E
W
NORTH
MATCHLINE STA 28+26 SHEET 5
MATCHLINE STA 35+78 THIS SHEET
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 35+78 THIS SHEET
N
S
E
W
NORTH
WALL STREET
ROSE STREET
H
Y
D
H
Y
D
MUNSEE DRIVE
± 29'
6'
12" W
6" W
6" W
LOM/LOP
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
DEPRESSED CURB (TYP.)
LOM/LOP
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
RELOCATE EXISTING R1-1
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING,
ERNMX-106
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
18" GRASS FLARE (TYP.)
WALL STREET
PHILLIPS STREET
H
Y
D
± 29'
6'
12" W
6" W
6" W
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
LOM/LOP
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
DEPRESSED CURB (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
RESET MANHOLE,
USING NEW CASTING
(TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
RELOCATE EXISTING R1-1
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-7-WALL ST. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WALL ST.)
7
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
N
S
E
W
NORTH
MATCHLINE STA 45+88 THIS SHEET
MATCHLINE STA 51+08 SHEET 8
MATCHLINE STA 45+88 THIS SHEET
CENTENNIAL AVENUE -
C.R.615
WALL STREET
± 29'
50'
24" W
2 - 4" Y
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
LOP/LOM
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-8-WALL ST. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
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.
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.
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WALL ST.)
8
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 51+08 SHEET 7
H
Y
D
WATCHUNG AVENUE
CRANFORD AVENUE
±27'
±21'
±19'
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND CONSTRUCTION
LIMIT OF DISTURBANCE (TYP.)
18" GRASS FLARE (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB (TYP.)
HOT MIX
ASPHALT
PAVEMENT
REPAIR (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
RESET MANHOLE,
USING NEW CASTING
(TYP.)
W5-1
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-9-CRANFORD AVE. & WATCHUNG AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WATCHUNG AVE. & CRANFORD AVE.)
9
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 65+88 SHEET 10
MATCHLINE
STA 75+36
SHEET 10
CRANFORD AVENUE
BIRCHWOOD AVENUE
±19'
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
W5-1 WITH OM3-R
INSTALLED MOUNTED
UNDERNEATH
ALBANY AVENUE
BLOOMINGDALE AVENUE
±29.5'
LOP/LOM
12" W
2 - 4" Y
50'
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-10-CRANFORD AVE.& ALBANY AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(CRANFORD AVE. & ALBANY AVE.)
10
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
N
S
E
W
NORTH
MYRTLE STREET
BALTIMORE AVENUE
LOP/LOM
2 - 4" Y
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
MYRTLE STREET
AMSTERDAM AVENUE
NORTH WOOD AVENUE
LOP/LOM
2 - 4" Y
24" W
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
SAMOSET ROAD
MUNSEE DRIVE
LOP/LOM
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
LIMIT OF DISTURBANCE (TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
DETECTABLE WARNING
SURFACE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
18" GRASS FLARE (TYP.)
YARMOUTH ROAD
MUNSEE DRIVE
LOP/LOM
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
LIMIT OF
DISTURBANCE (TYP.)
CURB RAMP (TYPE 3)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CURB RAMP (TYPE 3)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
SIDEWALK, 2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
BELGIAN BLOCK
CURB (TYP.)
WADE AVENUE
SAILER STREET
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-11-PAVING LIMITS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
PAVING LIMITS MAP
11
SAILER STREET & WADE AVENUE
YARMOUTH ROAD & MUNSEE DRIVE
SAMOSET ROAD & MUNSEE DRIVE
MYRTLE STREET & BALTIMORE AVENUE
MYRTLE STREET & AMSTERDAM AVENUE
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
INTERSECTIONS ARE SHOWN FOR THE PURPOSE OF DEPICTING PAVING LIMITS ONLY.
NOT ALL IMPROVEMENTS INCLUDED IN THE PROJECT ARE DEPICTED ON THIS PLAN.
GLENWOOD ROAD
VENETIA AVENUE
LOP/LOM
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HERNING AVENUE
GLENWOOD ROAD
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
EDGEWOOD ROAD
BROOKDALE ROAD
BROOKDALE ROAD
LOP/LOM
LOP/LOM
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-12-PAVING LIMITS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
PAVING LIMITS MAP
12
INTERSECTIONS ARE SHOWN FOR THE PURPOSE OF DEPICTING PAVING LIMITS ONLY.
NOT ALL IMPROVEMENTS INCLUDED IN THE PROJECT ARE DEPICTED ON THIS PLAN.
BROOKDALE ROAD & EDGEWOOD ROAD
GLENWOOD ROAD & HERNING AVENUE
GLENWOOD ROAD & VENETIA AVENUE
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
G 58.18
G 58.24
G 58.91
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
TC 57.54
BC 57.54
G 57.67
TC 57.51
BC 57.51
G 57.67
G 57.85
G 57.90
G 57.71
G 57.87
G 57.83
G 57.65
G 58.87
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
TC 57.72
BC 57.72
G 57.83
TC 57.66
BC 57.66
G 58.04
G 58.10
G 57.89
G 58.49
G 58.73
G 58.69
G 58.45
G 57.85
STRATFORD TERRACE
NORTH LEHIGH AVENUE
G 57.67
G 57.83
TC 60.98
BC 60.98
G 61.04
TC 60.93
BC 60.93
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
TC 60.78
BC 60.78
TC 60.75
BC 60.75
G 61.25
G 61.11
G 61.13
G 61.21
G 61.07
G 61.31
G 61.25
G 61.07
G 61.05
G 61.07
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
G 60.94
G 61.10
G 61.16
G 61.22
G 61.12
G 61.40
G 61.36
G 61.08
G 61.04
G 61.04
G 61.45
G 61.39
MEET EXISTING
MEET EXISTING
MEET
EXISTING
LAWN TERRACE
NORTH LEHIGH AVENUE
TC 57.20
BC 57.20
BC 57.14
TC 57.14
MEET EXISTING
MEET
EXISTING
MEET EXISTING
G 57.79
G 57.37
G 57.47
G 57.75
G 57.35
G 57.35
G 57.31
G 57.43
G 57.17
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
MEET EXISTING
TC 57.17
BC 57.17
G 57.30
G 57.35
G 57.43
G 57.39
G 57.40
G 57.24
G 57.33
TC 57.23
BC 57.23
G 57.42
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
G 57.36
MANSION TERRACE
NORTH LEHIGH AVENUE
MEET
EXISTING
TC 56.76
BC 56.76
G 56.84
G 56.83
G 56.84
G 57.03
G 57.05
G 56.86
G 56.86
G 56.80
G 56.92
G 56.94
MEET EXISTING
TC 56.72
BC 56.72
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
TC 56.98
BC 56.98
G 57.14
G 57.32
G 57.35
G 57.18
G 57.15
G 57.31
G 57.28
G 57.10
G 57.06
G 57.08
TC 57.03
BC 57.03
BROAD STREET
NORTH LEHIGH AVENUE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT0080\Engineering\Site Plans\C-GRAD.dwg\C-13-GRADING By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
5
5
10
0
SCALE : 1" = 5'
CURB RAMP GRADING PLAN
13
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8.33%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF
THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY RAMP.
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
MANSION TERRACE & NORTH LEHIGH AVENUE
STRATFORD TERRACE & NORTH LEHIGH AVENUE
BROAD STREET & NORTH LEHIGH AVENUE
LAWN TERRACE & NORTH LEHIGH AVENUE
SOIL EROSION &
SEDIMENT CONTROL
NOTES AND DETAILS
14
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
X
11/01/18
MCNJ-SOIL-EROS-1100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
X
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
STOCKPILE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-2500
SEEDING MIX
NOT TO SCALE
TOTAL PROJECT AREA OF DISTURBANCE = 10,313 SF OR 0.24 ACRES
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
2 DAYS
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
2 DAYS
- COMPLETE MILLING OPERATIONS
4 WEEKS
- INSTALL DRAINAGE IMPROVEMENTS
2 DAYS
- INSTALL CURBING AND DRIVEWAYS 2 WEEKs
- INSTALL CURB RAMPS
1 WEEK
- PAVEMENT IMPROVEMENTS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
2 DAYS
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING 2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
2 DAYS
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 11 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED
AND STORED WITHIN THE PROJECT LIMITS.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-14-SESC NOTES & DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
15
PLAN
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MIN. CROSS SLOPE 0.5%, MAX. CROSS SLOPE 2% IN THE
PREDOMINANT DIRECTION OF THE EXISTING GRADE.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
5.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER AFTER REMOVAL OF THE EXISTING SIDEWALK BUT
BEFORE PLACING AND COMPACTION OF DENSE GRADED AGGREGATE.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
N.T.S.
CONCRETE SIDEWALK, 4" THICK
DENSE GRADED
AGGREGATE, 4" THICK
MIN CROSS SLOPE 0.5%
MAX CROSS SLOPE 2%
ROADWAY EXCAVATION
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
NOTES:
1.
THE CONTRACTOR SHALL COMPLETE HOT MIX ASPHALT PAVEMENT REPAIRS. HOT MIX ASPHALT PAVEMENT REPAIRS
SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND COMPACTION OF DENSE-GRADED
AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE. THE COST TO SAWCUT THE PERIMETER OF FULL DEPTH
REPAIRS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEMS 'HOT MIX ASPHALT PAVEMENT REPAIR' AND
'FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA'.
2.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA PAVEMENT REPAIR.
THE PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM 'HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK'.
3.
ALL COSTS ASSOCIATED WITH HOT MIX ASPHALT PAVEMENT REPAIRS, SHALL INCLUDE THE FOLLOWING WORK:
- SAWCUTTING
- EXCAVATION, UNCLASSIFIED
- DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, MIX 19M64 (4" THICK)
HOT MIX ASPHALT PAVEMENT REPAIR AND
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
N.T.S.
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
2.
FLUSH CURBS AT CURB RAMPS SHALL BE POURED MONOLITICALLY WITH CURB RAMP. FLUSH BELGIAN BLOCK
CURB IS NOT ACCEPTABLE.
PAVEMENT FLUSH
WITH RAMP
N.T.S.
HANDICAP RAMP DETAIL
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
IS
TO
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER FOR
APPROVAL A SHOP DRAWING OF THE DETECTABLE
WARNING SURFACE PRIOR TO CONSTRUCTION.
4.
THE CONTRACTOR MUST PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY
RED
AS
APPROVED
BY
THE
LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE USED
PROVIDED SUCH COLOR COMPLIES WITH CURRENT ADA
STANDARDS.
6.
DETECTABLE WARNINGS ARE TO CONSIST OF A
SURFACE OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE MUST HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE MUST HAVE A CENTER-TO-CENTER SPACING OF
1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER MUST NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES ARE NOT BE PLACED
ON PAVING OR EXPANSION JOINTS AT CURB RAMPS. THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACES
ARE
TO
BE
ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES ARE TO BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES ARE
TO BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED ON THE TURNING SPACE
AT THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED AT THE BACK OF CURB.
WHERE
RAISED
PEDESTRIAN
STREET
CROSSINGS,
DEPRESSED CORNERS OR OTHER LEVEL PEDESTRIAN
STREET
CROSSINGS
ARE
PROVIDED,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE FLUSH
TRANSITION BETWEEN THE STREET AND THE SIDEWALK.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
N.T.S.
TRAFFIC
50H:1V
50H:1V
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED AND
THE RADIUS CAUSED BY MILLING SQUARED
PRIOR TO FINAL PAVING.
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
B. B IS EQUAL TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2
INCHES. ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT
LESS THAN D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
CD-401-1.1
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
B (SEE NOTE 2)
D (SEE NOTE 4)
HMA SURFACE COURSE
C (SEE NOTE 3)
TRAFFIC
N.T.S.
MILLING TRANSITIONS DETAIL
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION IS TO JOIN WITH ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
CD-401-1.2
VARIES
VARIES
VARIABLE ROAD WIDTH - SEE PLAN
CURB WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CURB WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% TYP.
2% MAX
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. INCLUDE COST IN TACK COAT PAY ITEM.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
TYPICAL ROADWAY SECTION
N.T.S.
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB
N.T.S.
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
NJDOT CLASS "B"
CONCRETE
GRADE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
DEPRESSED CONCRETE CURB AT DRIVEWAY
N.T.S.
NJDOT CLASS "B" CONCRETE
ASPHALT PAVEMENT
COMPACTED
SUBGRADE
1/2" R
1 1
4" R
9"
6"
1"
18"
NOTES:
1.
PREFORMED BITUMINOUS FIBER TRAVERSE JOINTS, 1/2" THICK AT 20' MAX. INTERVALS
ALONG THE CURB.
9" X 18" CONCRETE VERTICAL CURB
N.T.S.
MATCH EXISTING
N.T.S.
HOT MIX ASPHALT SIDEWALK & DRIVEWAY DETAIL, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
2. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 2" THICK".
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
APPROVED COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2" (TYP.)
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
4' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
PREMOLDED
EXPANSION
JOINTS
CONCRETE
CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-15-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRANITE BLOCK CURB DETAIL
N.T.S.
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
6"
18"
1"
BATTER
6" FACE
JOINTS TO BE MAX 3/4"
WIDE AND POINTED,
WITH 1:2 MIX CEMENT
MORTAR. JOINTS TO
BE CLEANED AND DAMP
PRIOR TO POINTING
12"
CLASS "B" CONCRETE
(SEE NOTE #1)
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY, BURLAP OR OTHER METHOD ACCEPTABLE
TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE
DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
6"
24"
N.T.S.
CURB PIECE (TYPE 'P' ECO-PHASE II) 4" & 8"
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
DRAINS TO BAY
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
DUMP NO WASTE
DRAINS TO WATERWAYS
4. NAME PLATE SHALL READ "DRAINS TO WATERWAYS"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
1' OR LESS
SURFACE COURSE
CURB
FILL TO TOP OF
BASE COURSE WITH
CLASS B CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 1' OR LESS
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2. ENTIRE INSIDE SURFACE OF INLET SHOULD
BE SKIM COATED WITH MORTAR.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
12"
(TYPICAL)
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
N.T.S.
BICYCLE SAFE GRATE DETAIL
RESET EXISTING CASTING (INLET)
N.T.S.
CROSSWALK, REFER TO PLANS
FOR THICKNESS OF TRAVERSE
TRAFFIC MARKINGS
REFER TO PLANS FOR
CLEAR SPACE WIDTH
4'-0" MIN. CLEAR SPACE
EXISTING CURB
4" DOUBLE YELLOW (EPOXY)
R1-1 (STOP SIGN)
NOTES:
1.
THE CONTRACTOR SHALL REPLACE ALL EXISTING
ROADWAY STRIPING AT ITS CURRENT LOCATION. PRIOR
TO INSTALLATION, THE CONTRACTOR SHALL OBTAIN
APPROVAL OF THE STRIPING LOCATION FROM THE
MUNICIPAL TRAFFIC SAFETY BUREAU AND ENGINEER.
2.
ALL TRAFFIC STRIPES SHALL BE EPOXY.
3.
ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC.
EXISTING CURB
FLUSH CURB
STOP BAR
12" WHITE STOP TRAFFIC
MARKINGS LINES
24" WHITE STOP TRAFFIC
MARKINGS LINES
18"
VARIES - SEE PLAN
PAVEMENT
PIPE DRAIN DETAIL
N.T.S.
PIPE DRAIN
2"
NOTES:
1.
ALL STORM PIPES DISCHARGING TO THE SURFACE WITHIN THE LIMITS OF
CURB REPLACEMENT SHALL BE EXTENDED TO THE CURB AND DISCHARGE
THROUGH THE CURB, WITH THE EXCEPTION OF ANY ROOF LEADERS TO BE
DIRECTLY
CONNECTED
TO
EXISTING
OR
PROPOSED
SUBGRADE
STORMWATER INFRASTRUCTURE.
2.
INCLUDE COST IN THE PAY ITEM "9" X 18" CONCRETE VERTICAL CURB".
N.T.S.
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. COVERS FOR SEWER MANHOLES SHALL BE MARKED "SEWER".
6. COVERS FOR DRAIN MANHOLES SHALL BE MARKED "DRAIN".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1202B
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
RESET EXISTING CASTING (MANHOLE)
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
STANDARD MANHOLE COVER/FRAMES
N.T.S.
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
PLAN
STANDARD MANHOLE COVER/FRAMES
N.T.S.
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
CONSTRUCTION DETAILS
16
Y = YELLOW STRIPE
W = WHITE STRIPE
BE REMOVED BY THE GRINDING METHOD.
PAVEMENT MARKING LEGEND
- 12" WIDE WHITE LINE
STOP LINE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT
EXISTING STRIPING THAT DOES NOT CONFORM TO THIS PLAN SHALL
TO THE FOLLOWING:
UNLESS OTHERWISE SHOWN, PAVEMENT MARKINGS SHALL CONFORM
CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
GRADE CROSSING PAVEMENT MARKINGS TO CONFORM TO THE
R1-1 SIGN DETAIL
N.T.S.
- 6" WIDE WHITE LINES
CROSSWALK LINES
NEAREST CROSSWALK LINE IS TO BE LOCATED A MINIMUM OF 4'
FROM STOP LINE
30" x 30"
COLORS:
LEGEND = WHITE (RETROREFLECTIVE)
BACKGROUND = RED (RETROREFLECTIVE)
W5-1 SIGN DETAIL
N.T.S.
OM-3R OBJECT MARKER
N.T.S.
- 24" WIDE WHITE LINE
- 8" WIDE WHITE LINES
STOP BAR MARKING DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-16-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
A
A
PLAN
LETTER AS REQUIRED BY
APPROVING AGENCY
S
T
O
R
M
S
E
W
E
R
T
O
W
N
S
H I
P
O
F
C
R
A
N
F
O
R
D
A
A
LETTER AS REQUIRED BY
APPROVING AGENCY
T
O
W
N
S
H
I
P
O
F
C
R
A
N
F
O
R
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
12" X 36"
BLACK STRIPES
RETROREFLECTIVE
YELLOW STRIPES
- 2-4" WIDE YELLOW LINES
CENTER LINE
- 12" WIDE WHITE LINES
LONGITUDINAL CROSSWALK LINES
SPACED 3' O.C.
ASPHALT
PAVEMENT
PIPE DRAIN
A
A
SECTION A-A
36" x 36"
COLORS:
LEGEND = BLACK
BACKGROUND = YELLOW (RETROREFLECTIVE)
CONSTRUCTION DETAILS
17
FIRST HOLE
FROM THE
TOP END
WASHER
FULLY THREADED GRADE L9 CONNECTOR BOLT
(SEE NOTE 6)
FIFTH HOLE FROM THE TOP END
SPACER BAR
NOTES:
1.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN
APPROXIMATELY 12 INCHES ABOVE GROUND. PLACE
BOLT AND WASHER IN FIRST AND FIFTH HOLES FROM
THE TOP END, AND SECURE BOLTS ONTO SPACER.
2.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN A MAXIMUM
OF 4 INCHES ABOVE GROUND LEVEL.
3.
DIG OUT AROUND BACK OF ANCHOR POST ASSEMBLY
TO ALLOW ROOM FOR TOP POST TO BE ATTACHED.
4.
NEST TOP POST ASSEMBLY ONTO PROTRUDING
ANCHOR POST ASSEMBLY BOLTS, THROUGH THE FIRST
AND FIFTH HOLES FROM THE BOTTOM OF THE TOP POST.
5.
PLACE AND TIGHTEN A SELF-LOCKING FLANGE NUT ON
EACH BOLT. WHEN INSTALLATION IS COMPLETE, TOP OF
GROUND POST NOT TO EXCEED 4 INCHES ABOVE
GROUND LEVEL.
6.
SIZE OF CONNECTOR BOLT FOR TYPE 1, 5/16" x 11/2"
SIZE OF CONNECTOR BOLT FOR TYPE 2, 5/16" x 2"
7.
THE CONNECTOR BOLTS ARE TO BE FULLY THREADED.
EACH CONNECTOR BOLT AND NUT TO BE CLEARLY
STAMPED WITH MANUFACTURER'S IDENTIFYING MARK.
ANCHOR POST ASSEMBLY SIGN SUPPORTS
N.T.S.
CD-612-5.1
2 x 0.326" DIA. HOLES
SPACER BAR
WHEN X IS GREATER THAN 0.75", USE TYPE 1 SPACER BAR
WHEN X IS 0.75" OR LESS, USE TYPE 2 SPACER BAR
NOTES:
1.
ANCHOR POST AND TOP POST TO BE OF EQUAL WEIGHT/ FEET.
2.
SOIL ANCHOR PLATE TO BE ATTACHED TO ALL ANCHOR POSTS.
3.
THE MATERIAL FOR THE SOIL ANCHOR PLATES TO BE CARBON
SHEET STEEL.
4.
THE STEEL "U" POST TO BE GRADE 60.
8TH HOLE FROM THE TOP
TYPE 1 SOIL ANCHOR PLATE
TYPE 1 STEEL U-POST
APPROXIMATELY 12"
4" MAX.
5.0"
0.5"
4.0"
0.375"
0.75"
0.75" TYPE 2
1.25" TYPE 1
SECTION A-A
SPACER BAR
N.T.S.
CD-612-5.1
TYPE 1 ANCHOR POST ASSEMBLY
N.T.S.
3'6"
3/8" DIA. HOLES 1" C. TO C.
TOP POST U POST
N.T.S.
TYPE 1 SOIL ANCHOR PLATE
N.T.S.
TYPE 1 STEEL U-POST
N.T.S.
WEIGHT *
LBS. / FT.
2.50
4.0
1.516
3.062
1.278
0.669
0.760
0.228
0.313
0.539
0.352
1.968
3.500
1.336
0.834
1.187
0.611
0.707
1.161
0.664
"A"
"B"
"C"
"D"
I (IN. )
DIMENSIONS (IN.)
AREA
IN. 2
X-X AXIS **
Y-Y AXIS
S (IN. )
4
3
I (IN. )
S (IN. )
4
3
TYPE 1 STEEL U-POST PROPERTIES
*
± 5%
**
GOVERNING SECTION
X
VARIOUS POST LENGTH
3/8" DIA. HOLES 1" C. TO C.
1"
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
C
A
D
B
X
Y
Y
X
12"
4"
6"
6"
3"
0.120" NOM. (11 GAUGE)
7/16" DIA. HOLES
1"
1"
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-17-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
18
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR HIGHWAY
SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON THE
ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF STEEL
COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18 INCHES
ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL BE 7
FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL BARRIER OR
CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT
FOR THOSE DETAILS CONTAINED HEREIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION AND AS INDICATED
BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH THE EXCEPTION OF THOSE INSTALLED BEHIND
GUIDE RAIL OR OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING.
GALVINIZING SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING
BRACKET SHOULD BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS SHEET.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE
NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR
SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY
SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF
A MAJOR SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT
AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF
8 FEET AND THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES,
THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD
AS FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS
DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK
WIDTH IS LIMITED OR WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12 FEET MINIMUM DESIRABLE
FROM EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS
THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING
OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE
GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET
FROM THE GROUND LINE TO CENTER LINE OF SPLICE.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THROUGH 3RD OR
4TH HOLES FROM EACH END
OF SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
CONCRETE INSTALLATION DETAIL
N.T.S.
SIGN POST NOTES
N.T.S.
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
+
+
+
+
2"
BREAKAWAY
STEEL U-POST
BREAKAWAY
STEEL U-POST
+
+
+
+
2"
POSTS FOR S1-1 TO INCLUDE
REFLECTIVE POST PANELS
IN FLUORESCENT
YELLOW/GREEN
BRACKET FOR SIDE MOUNTED SIGNS
N.T.S.
SIGN NOTES
N.T.S.
CD-612-4.1
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
19
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
50' MIN. (TYP.)
10'
(TYP.)
10'
(TYP.)
10'
(TYP.)
2'-8"
5'-0" MIN.
2'-0"
2'-0"
90° ELBOWS TYP.
ALL CORNERS
3 SANDBAGS
5'-0" MIN.
4'-0"
SANDBAGS
3'-0"
INSET
B
INSET
A
4'-0"
N.T.S.
SPRINGS SECURED TO WIRE TIE
ON REAR PIPE OF BASE FRAME
SANDBAG
A
A
A
A
RIVETS (2)
RIVETS (2)
1 1/2" TYP. ALL CONNECTIONS
4" PIPE LENGTHS
USED AS COUPLERS
( TYP. )
3"
P.V.C.
12"
3" ELBOW
12" R
12" R
4'-0"
3/16"
3 1/2"
2 7/8"
3 5/16"
3/16"
3 1/2"
DIA.
3 1/2"
DIA.
1 3/4" DIA.
3/16"
1 3/4"
1 1/2"
1 9/16"
3/16"
3" X 3' WYE
SPRING TAUT WIRE CABLE ASSEMBLY
5/8" X 11" NO. 8 SPRINGS
( TWO ), HAND TENSIONED.
3 SANDBAGS, 1 CUBIC FT.
CAPACITY EACH, 18" X 24"
3" X 3" TEE
3"x3" WYE
3"x3"
TEES
A NO. 6 3/16"
DIAMETER SOLID
BRAIDED NYLON
ROPE SHALL BE
SECURED INTERNALLY
TO ITSELF.
11"
11"
9" MIN. TO
12" MAX.
9" MIN. TO
12" MAX.
BREAKAWAY BARRICADES DETAILS
SIDE VIEW
TOP VIEW OF BASE
TYPE III, PE
FRONT VIEW
12" MAX.
9" MIN. TO
11"
12" MAX.
9" MIN. TO
11"
9" MIN. TO
12" MAX.
11"
9" MIN. TO
12" MAX.
11"
3" X 3' WYE
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO.14 PAN HEAD
METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, TYPE II OR III-A, AS SHOWN FOR CONSTRUCTION SIGNS.
3.
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
4.
THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL HAVE A CAPACITY OF 1 CUBIC FOOT.PLACEMENT OF SANDBAGS SHALL BE AS SHOWN ABOVE.
5.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE LENGTH.
6.
EITHER TYPE III, PE OR TYPE III, PVC CAN BE USED AT THE OPTION OF THE CONTRACTOR.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM D 1785 OR PVC, SDR-26 ASTM D 2241.
FITTINGS SHALL BE WHITE PVC OR ABS OF MATCHING WALL THICKNESS AND
INSIDE DIAMETER AND MEETING THE MATERIALS, REQUIREMENTS AND TESTING
SECTIONS OF ASTM D 2466 FOR PVC AND ASTM D 2468 FOR ABS. ALL JOINTS
SHALL BE SLIP FIT AND NOT THREADED OR CEMENTED. PVC FITTINGS MEETING
ASTM D 2665 WILL ALSO BE ACCEPTABLE. PVC OR ABS MATERIAL SHALL BE
ULTRAVIOLET LIGHT STABILIZED.
THE BASE AND UPRIGHT SHALL BE 3 1/2" DIA. ROTATIONALLY MOLDED
POLYETHYLENE PLASTIC CONFORMING TO ASTM D 1248-II A3-E4. THE BRACE
SHALL BE 1 3/4" DIA. EXTRUDED POLYETHYLENE PLASTIC CONFORMING TO ASTM
D 1248-III A4. POLYETHYLENE PLASTIC SHALL BE WHITE AND SHALL BE
ULTRA-VIOLET LIGHT STABILIZED.
SECTION A-A
INSET B
INSET A
G20-2
60" x 24"
W1-6(R)
48" x 30"
W20-1
48" x 48"
W21-5
48" x 48"
W20-7A
48" x 48"
(16 S.F.)
M4-9X
30" x 24"
(5 S.F.)
M4-9X (S)
48" x 36"
(12 S.F.)
M4-9LX (LEFT)
M4-9RX (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (XS)
48" x 36"
(12 S.F.)
M4-9L (LEFT)
M4-9R (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (S)
48" x 36"
(12 S.F.)
M4-10L (LEFT)
M4-10R (RIGHT)
48" x 18"
(6 S.F.)
R11-2
48" x 30"
(10 S.F.)
M4-11
30" x 24"
(5 S.F.)
R11-3
60" x 30"
(12.5 S.F.)
G20-2A
60" x 24"
(10 S.F.)
R11-4
60" x 30"
(12.5 S.F.)
W20-2
48" x 48"
(16 S.F.)
W20-1A
48" x 48"
(16 S.F.)
W20-3
48" x 48"
(16 S.F.)
W99-2
48" x 48"
(16 S.F.)
W1-6(L)
48" x 30"
N.T.S.
TRAFFIC CONTROL FOR MILLING & OVERLAY DETAIL
N.T.S.
TRAFFIC CONTROL FOR CURB & SIDEWALK CONSTRUCTION DETAIL
N.T.S.
DRUM DETAIL
N.T.S.
TRAFFIC CONE DETAIL
NOTES:
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER.
3" TO 4" SPACE FOR
HANDLING
6" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TUPE III
PLASTIC OR RUBBER
MIN. WEIGHT 7 LBS.
NOTES :
1.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT
ORANGE AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN
THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL
CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
2.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF
KNOCKED OVER.
3.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE
THE SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE
USED.
4.
WHEN BALLAST IS REQUIRED BY THE R.E., SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST
SHALL BE 50 LBS. AND BE LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST
SHALL BE APPROVED BY THE R.E.
5.
CONES AND DRUMS SHALL BE SURRENDERED TO THE OWNER AT CLOSEOUT OF PROJECT.
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
36" APPROX.
2" MAX. NON-REFLECTORIZED
SPACE (ORANGE) (TYP.)
6" MIN. REFLECTORIZED
STRIPES WHITE
NON-REFLECTORIZED
SPACE (ORANGE)
18" MIN. DIA.
BASE DIA. MAY BE LARGER THAN TOP DIA.
BREAKAWAY BARRICADES WITH WI-6L
(TYPICAL) NOTE: USE WI-6R WHEN
CONSTRUCTION OTHER SIDE OF STREET
TRAFFIC DRUMS/BARRICADES
AS DIRECTED BY THE ENGINEER
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH RIGHT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART RIGHT
CURB & SIDEWALK CONSTRUCTION
AT MID BLOCK LEFT & RIGHT
CONSTRUCTION AREA
(TYPICAL)
DRUM (TYPICAL)
CONSTRUCTION AREA
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR
REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO THE
ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL
COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC TRAFFIC
CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR RELOCATING THE
DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE
CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC
AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT.
DURING CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY
ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS
IN THE PROPOSAL.
CONSTRUCTION SIGN DETAILS
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-19-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
--- Document: CONSTRUCTION PLANS FOR NJDOT FY2021 - BURNSIDE AVENUE DRAINAGE IMPROVEMENTS ---
NORT
CULIN
RANKIN AVENUE
PROJECT LOCATION
(BASE BID)
SOUTH UNION AVENUE
HILLCREST AVENUE
RETFORD AVENUE
BURNSIDE AVENUE
LEXINGTON AVENUE
ROOSEVELT AVENUE
PRESTON AVENUE
BESLER AVENUE
JAMES AVENUE
NEW STREET
MARSH STREET
WILLIAMS STREET
LINCOLN AVENUE WEST
LIVINGSTON AVENUE
SOUTH AVENUE WEST
ELISE STREET
PROJECT LOCATION
(ALTERNATE BID 'A')
JOHNSON AVENUE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT073\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
COVER
1
N
S
E
W
NORTH
CONSTRUCTION PLANS
FOR
NJDOT FY2021 - BURNSIDE AVENUE
DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
KEY MAP
INDEX OF SHEETS
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 7
EXISTING CONDITIONS PLAN
8 - 12
DIMENSION PLAN
13 - 17
FULL DEPTH RECONSTRUCTION MAP
18 - 22
SOIL EROSION & SEDIMENT CONTROL PLAN
23
SOIL EROSION & SEDIMENT CONTROL DETAILS
24 - 26
CONSTRUCTION DETAILS
27 - 30
NJDOT TRAFFIC CONTROL DETAILS
31 - 34
NJDOT CONSTRUCTION DETAILS
0
300
300
SCALE : 1" = 300'
KATHLEEN MILLER PRUNTY, MAYOR
BRIAN ANDREWS, DEPUTY MAYOR/COMMISSIONER
THOMAS H. HANNEN, JR., COMMISSIONER
MARY O'CONNOR, COMMISSIONER
JASON GAREIS, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2019
WITH AMENDMENTS THERETO SHALL GOVERN
DRAFT
DATE:_______________
10/21/2021
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON BURNSIDE AVENUE AND ELISE STREET ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR BURNSIDE AVE AND ELISE ST" FOR THE
TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 07/23/21, LAST REVISED 8/31/21.
2.
ALL EXISTING FEATURES DEPICTED ON JOHNSON AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD.
3.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD 1983 ADJUSTMENT.
4.
THE ELEVATIONS SHOWN HERON ARE RELATIVE TO N.A.V.D. 1988 ADJUSTMENT
GENERAL NOTES
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY
CONTRACT DOCUMENTS:
A.
N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007”, AS CURRENTLY AMENDED;
B.
N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2007”, AS CURRENTLY AMENDED;
“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.
CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E.
CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F.
CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO USED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR
TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
UTILITY NOTES:
1.
UNDERGROUND UTILITIES WITHIN OFF-SITE STREETS AND FEATURES WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED UTILITIES MAY BE
PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT
GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS GENERALLY PRESENT OVER THE TOP CENTER OF THE TARGET BUT MAY BE
LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS OF LOCAL INTERFERENCE. FEATURE MAY BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS, LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES WITHIN THE DUCT BANK, THE ACTUAL HORIZONTAL AND VERTICAL
DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA) MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES; THEREFORE IT IS POSSIBLE THAT SOME PLOTTED FEATURES MAY REPRESENT
OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT BE TRACED ENTIRELY WITHIN THE PROJECT LIMITS. THE UTILITY MAY
CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE GEOPHYSICAL DATA BEYOND THESE POINTS, IT COULD NOT BE MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH INFORMATION, DEPTHS ARE NOT PROVIDED FOR UTILITIES LOCATED WITH RFLS,
BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 4 FEET. UTILITIES BELOW THIS DEPTH WERE NOT CONSISTENTLY DETECTED WITH GPR. THERE MAY BE OTHER UTILITIES PRESENT AT
THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY POSITION ARE MADE OUTSIDE OF THESE BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY
COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE
PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
17.
WATER VALVE BOXES GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
18.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT SHALL BE
MADE FOR THE RESETTING OF MISCELLANEOUS UTILITY EQUIPMENT, INCLUDING VALVE BOXES, CLEANOUTS, METERS, ETC. WITHIN SIDEWALK AND DRIVEWAY AREAS.
19.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
20.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING OPERATIONS AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT SCHEDULE OR COMMENCING PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE PAVEMENT
BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
HE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION
BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE
DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE
LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT
LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT
LEAST FORTY-EIGHT (48) HOURS IN ADVANCE CONSTRUCTION.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN
WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS AND METHODS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS
WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY,
UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO EQUIPMENT
OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS.
PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN ACCESS
PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO
PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO
THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
S
D
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH HMA REPAIR)
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH CONCRETE REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
SET MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT073\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
DRAFT
DATE:_______________
10/21/2021
H
Y
D
LEXINGTON AVENUE
BURNSIDE AVENUE
ROOSEVELT AVENUE
TOWNSHIP OF
CRANFORD
BOROUGH OF
GARWOOD
BP: 1+00.00
2+00
3+00
4+00
5+00
N:660295.84
E:542553.17
H
Y
D
BURNSIDE AVENUE
BESLER AVENUE
PRESTON AVENUE
6+00
7+00
8+00
9+00
10+00
N39° 02' 43.81"E
1521.102
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT073\Engineering\Site Plans\C-DEMO.dwg\C-3-EXIST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
3
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 4
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
NEW STREET
JAMES AVENUE
11+00
12+00
13+00
14+00
15+00
16+00
H
Y
D
BURNSIDE AVENUE
MARSH STREET
PC: 16+21.10
PT: 16+86.04
17+00
18+00
19+00
20+00
21+00
L=64.936, R=5000.000
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT073\Engineering\Site Plans\C-DEMO.dwg\C-4-EXIST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
4
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 3
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 5
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
WILLIAMS STREET
22+00
23+00
24+00
25+00
26+00
27+00
N38° 18' 05.02"E
1731.741
B
ELISE STREET
BURNSIDE AVENUE
28+00
29+00
30+00
31+00
32+00
BP: 1+00.00
2+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT073\Engineering\Site Plans\C-DEMO.dwg\C-5-EXIST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
5
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 4
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 6
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 6
DRAFT
DATE:_______________
10/21/2021
BURNSIDE AVENUE
LINCOLN AVENUE
EP: 34+17.78
33+00
34+00
N:662886.90
E:544625.27
ELISE STREET
3+00
4+00
N51° 22' 08.45"W
500.000
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT073\Engineering\Site Plans\C-DEMO.dwg\C-6-EXIST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
6
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 5
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 5
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 7
DRAFT
DATE:_______________
10/21/2021
H
Y
D
JOHNSON AVENUE
PC: 1+36.68
PT: 1+96.27
1+00
2+00
3+00
4+00
5+00
6+00
JOHNSON AVENUE
H
Y
D
ELISE STREET
EP: 6+00.00
5+00
EP: 11+84.02
7+00
8+00
9+00
10+00
11+00
N:662759.93
E:543910.77
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT073\Engineering\Site Plans\C-DEMO.dwg\C-7-EXIST By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
7
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 6
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DRAFT
DATE:_______________
10/21/2021
H
Y
D
LEXINGTON AVENUE
BURNSIDE AVENUE
ROOSEVELT AVENUE
TOWNSHIP OF
CRANFORD
BOROUGH OF
GARWOOD
BP: 1+00.00
2+00
3+00
4+00
5+00
R15'
R15'
R15'
R15'
6" W
6" W
6" W
6" W
H.P.
6" W
6" W
H.P.
87
88
83
83
84
TC 87.34
BC 86.84
TC 86.61
BC 86.61
TC 86.84
BC 86.34
TC 87.93
BC 88.32
TC 88.38
BC 88.38
TC 89.26
BC 88.78
G 87.35
G 87.81
BC 82.64
TC 82.94
BC 82.49
TC 82.93
BC 82.73
TC 83.23
BC 82.63
TC 82.63
BC 82.46
TC 82.78
BC 82.85
TC 83.40
BC 82.61
TC 82.61
BC 82.75
TC 82.75
BC 82.68
TC 83.18
BC 83.64
TC 83.83
BC 84.10
TC 84.51
G 83.48
G 83.41
G 83.84
G 82.67
G 83.07
G 84.00
G 84.54
G 83.25
G 83.79
TC 85.96
BC 85.46
TC 86.50
BC 86.00
LOM/LOP
LOM/LOP
LOM/LOP
12" W
2 - 4" Y
12" W
12" W
±40'
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH THE ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4) CONTRACTOR
TO COORDINATE WITH THE
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
CURB RAMP
(TYPE 4)
CONTRACTOR
TO
COORDINATE
WITH THE
ENGINEER PRIOR
TO LAYOUT AND
CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
MAINTAIN ROOSEVELT AVENUE
GUTTERLINE AT INTERSECTION
WITH BURNSIDE AVENUE TO
ENSURE POSITIVE DRAINAGE
CROWNS OF
BURNSIDE AVENUE
AND ROOSEVELT
AVENUE TO MEET,
SLOPE GUTTERLINE
AS DEPICTED TO
ENSURE POSITIVE
DRAINAGE
APPLY TACK
COAT PRIOR TO
PAVING AS
REQUIRED (TYP.)
FLUSH CURB AT ADA RAMP (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
S
RESET EXISTING
SANITARY
SEWER
MANHOLE
WITH NEW
CASTING (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
H
Y
D
BURNSIDE AVENUE
BESLER AVENUE
PRESTON AVENUE
6+00
7+00
8+00
9+00
10+00
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
6" W
6" W
H.P.
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8'
81
81
81
81
84
84
84
TC 83.87
BC 83.44
TC 83.63
BC 83.26
TC 83.30
BC 83.30
TC 83.39
BC 83.39
TC 83.85
BC 83.35
TC 83.50
BC 83.07
TC 83.31
BC 82.99
TC 83.10
BC 83.11
TC 83.69
BC 83.19
TC 83.14
BC 83.14
TC 83.64
BC 83.25
TC 83.47
BC 83.47
TC 83.87
BC 83.54
TC 84.25
BC 83.75
TC 84.72
BC 84.24
TC 83.62
BC 83.62
TC 85.13
BC 84.63
TC 83.82
BC 83.82
TC 84.23
BC 83.73
TC 83.78
BC 83.77
TC 84.35
BC 83.85
TC 84.43
BC 83.93
G 84.29
G 84.55
G 83.90
G 83.60
G 85.00
G 83.65
G 83.25
TC 80.94
BC 80.58
TC 80.47
BC 80.47
TC 80.31
BC 80.31
TC 80.58
BC 80.23
TC 80.72
BC 80.31
TC 80.42
BC 80.42
TC 80.59
BC 80.60
TC 81.06
BC 80.70
TC 80.88
BC 80.38
TC 81.61
BC 81.36
TC 81.96
BC 81.39
TC 81.33
BC 81.33
TC 81.32
BC 81.32
TC 81.78
BC 81.28
TC 81.89
BC 81.39
TC 81.33
BC 81.33
TC 81.78
BC 81.28
TC 81.36
BC 81.36
TC 81.91
BC 81.46
G 81.05
G 81.48
G 80.57
G 81.38
G 81.62
G 80.95
G 80.85
TC 83.06
BC 82.72
TC 82.75
BC 82.58
TC 82.89
BC 82.42
TC 81.98
BC 81.59
TC 81.69
BC 81.52
TC 81.84
BC 81.44
TC 81.98
BC 81.65
TC 81.91
BC 81.51
TC 81.96
BC 81.54
TC 81.78
BC 81.59
TC 82.03
BC 81.63
TC 83.05
BC 82.59
TC 82.82
BC 82.65
TC 83.03
BC 82.71
LOM/
LOP
LOM/LOP
LOM/LOP
LOM/LOP
12" W
12" W
12" W
12" W
± 40'
± 40'
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO
COORDINATE WITH
THE ENGINEER PRIOR
TO LAYOUT AND
CONSTRUCTION
MAINTAIN BURNSIDE AVENUE
GUTTERLINE AT INTERSECTION
WITH BESLER AVENUE TO
ENSURE POSITIVE DRAINAGE
CROWNS OF BURNSIDE AVENUE
AND BESLER AVENUE TO MEET,
SLOPE GUTTERLINE AS DEPICTED TO
ENSURE POSITIVE DRAINAGE
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
MAINTAIN PRESTON AVENUE
GUTTERLINE AT INTERSECTION
WITH BURNSIDE AVENUE TO
ENSURE POSITIVE DRAINAGE
MAINTAIN PRESTON AVENUE
GUTTERLINE AT INTERSECTION
WITH BURNSIDE AVENUE TO
ENSURE POSITIVE DRAINAGE
APPLY TACK
COAT PRIOR TO
PAVING AS
REQUIRED (TYP.)
FLUSH CURB AT
ADA RAMP (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
S
S
RESET EXISTING
SANITARY SEWER
MANHOLE WITH
NEW CASTING
(TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO
COORDINATE WITH THE
ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
EXISTING CONCRETE
CHANNELS AND METAL
COVERS TO BE REMOVED (TYP.)
CONTRACTOR TO
CONFIRM THAT
PROPOSED COVER
OVER EXISTING
GAS MAIN IS
ACCEPTABLE PER
UTILITY COMPANY
REQUIREMENTS
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
LEGEND
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE, ASPHALT
OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-8-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
8
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 9
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
NEW STREET
JAMES AVENUE
11+00
12+00
13+00
14+00
15+00
16+00
R15'
R15'
R15'
R15'
R15'
R15'
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
H.P.
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8'
'B' INLET S-12
GR: 83.43
INV.(OUT): 81.00 (P-11)
'B' INLET S-11
GR: 83.07
INV.(IN): 80.76 (P-11)
INV.(OUT): 80.76 (P-10)
'B' INLET S-14
GR: 83.89
INV.(IN): 81.10 (P-12)
INV.(OUT): 81.10 (P-13)
'B' INLET S-13
GR: 83.53
INV.(OUT): 81.22 (P-12)
'B' INLET S-17
GR: 86.04
INV.(IN): 83.04 (P-17)
INV.(OUT): 83.04 (P-16)
'B' INLET S-18
GR: 86.47
INV.(IN): 83.18 (P-18)
INV.(OUT): 83.18 (P-17)
'B' INLET S-20
GR: 85.82
INV.(OUT): 83.46 (P-19)
'B' INLET S-19
GR: 86.40
INV.(IN): 83.34 (P-19)
INV.(OUT): 83.34 (P-18)
86
86
86
84
84
84
84
D
MH, 4' DIAMETER S-10
RIM: 83.58
INV.(IN): 80.70 (P-14)
INV.(IN): 80.70 (P-10)
INV.(OUT): 80.70 (P-9)
D
MH, 4' DIAMETER S-16
RIM: 86.37
INV.(IN): 82.98 (P-16)
INV.(OUT): 82.98 (P-15)
D
MH, 4' DIAMETER S-15
RIM: 84.38
INV.(IN): 81.48 (P-15)
INV.(IN): 81.04 (P-13)
INV.(OUT): 81.04 (P-14)
24 L.F. 15" HDPE @
0.50% (P-19)
32 L.F. 15" HDPE @
0.50% (P-18)
28 L.F. 15" HDPE @
0.50% (P-17)
13 L.F. 15" HDPE @
0.50% (P-16)
188 L.F. 15" HDPE @
0.80% (P-15)
24 L.F. 15" RCP @
0.50% (P-12)
12 L.F. 15" RCP @
0.50% (P-13)
67 L.F. 15" HDPE @
0.50% (P-14)
24 L.F. 15" RCP @
1.00% (P-11)
12 L.F. 15" RCP @
0.50% (P-10)
TC 83.72
BC 83.22
TC 84.23
BC 83.73
G 84.38
G 84.14
G 83.78
G 84.20
TC 86.77
BC 86.27
TC 83.15
BC 83.15
TC 83.30
BC 83.30
G 84.01
BC 83.78
BC 83.66
TC 83.78
TC 83.66
TC 86.21
BC 86.21
TC 86.10
BC 85.60
TC 85.74
BC 85.74
TC 85.63
BC 85.13
TC 85.62
BC 85.62
TC 86.33
BC 86.33
G 86.60
G 86.63
G 86.52
G 86.34
TC 85.80
BC 85.40
TC 85.66
BC 85.24
BC 85.30
BC 85.34
BC 85.37
TC 85.30
TC 85.84
TC 85.37
G 85.53
G 85.82
BC 86.19
BC 86.05
BC 85.94
TC 86.19
TC 86.55
TC 85.94
G 86.53
TC 83.10
BC 82.93
TC 83.45
BC 82.95
TC 83.40
BC 82.90
TC 83.51
BC 83.01
TC 83.48
BC 83.18
TC 83.43
BC 83.15
LOM/LOP
LOM/LOP
LOM/LOP
LOM/LOP
12" W
12" W
12" W
± 40'
± 40'
PREVIOUSLY
CONSTRUCTED
ADA RAMP
PREVIOUSLY
CONSTRUCTED
ADA RAMP
CURB RAMP (TYPE
4) CONTRACTOR
TO COORDINATE
WITH THE
ENGINEER PRIOR
TO LAYOUT AND
CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH THE ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 4)
CONTRACTOR TO
COORDINATE WITH THE
ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CROWNS OF BURNSIDE AVENUE
AND NEW STREET TO MEET, SLOPE
GUTTERLINE AS DEPICTED TO
ENSURE POSITIVE DRAINAGE
CROWNS OF BURNSIDE AVENUE
AND JAMES AVENUE TO MEET, SLOPE
GUTTERLINE AS DEPICTED TO
ENSURE POSITIVE DRAINAGE
CROWNS OF BURNSIDE AVENUE
AND JAMES AVENUE TO MEET, SLOPE
GUTTERLINE AS DEPICTED TO
ENSURE POSITIVE DRAINAGE
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
FLUSH CURB AT
ADA RAMP (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6"
THICK (TYP.)
TOPSOILING,
FERTILIZING AND
SEEDING AND
STRAW MULCHING
(TYP.)
EXCAVATE TEST PIT OVER EXISTING GAS
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY -
REFER TO APPENDIX A OF THE
SPECIFICATIONS FOR GAS MAIN PLANS
PREPARED BY ELIZABETHTOWN GAS)
PRESUMED ABANDONED
GAS MAIN (CONFIRM IN
THE FIELD WITH THE
ENGINEER AND THE
UTILITY)
EXCAVATE TEST PIT OVER EXISTING GAS
MAIN (CONFIRM LOCATION IN THE FIELD
WITH THE ENGINEER AND THE UTILITY -
REFER TO APPENDIX A OF THE
SPECIFICATIONS FOR GAS MAIN PLANS
PREPARED BY ELIZABETHTOWN GAS)
PRESUMED ABANDONED GAS MAIN
(CONFIRM IN THE FIELD WITH THE
ENGINEER AND THE UTILITY)
CONCRETE
SIDEWALK, 4"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
DETECTABLE
WARNING
SURFACE (TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE AND
UTILITY COMPANY
REQUIREMENTS (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH THE ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
S
S
RESET EXISTING
SANITARY SEWER
MANHOLE WITH NEW
CASTING (TYP.)
EXISTING CONCRETE
CHANNELS AND METAL
COVERS TO BE REMOVED (TYP.)
BOTTOM OF
STORM SEWER
PIPE: 83.13
TOP OF
SANITARY
SEWER PIPE:
±76.45
BOTTOM OF
STORM SEWER
PIPE: 80.74
TOP OF
SANITARY
SEWER PIPE:
±75.98
H
Y
D
BURNSIDE AVENUE
MARSH STREET
PC: 16+21.10
PT: 16+86.04
17+00
18+00
19+00
20+00
21+00
6" W
6" W
8'
'B' INLET S-9
GR: 81.16
INV.(OUT): 78.80 (P-8)
D
MH, 4' DIAMETER S-8
RIM: 81.76
INV.(IN): 78.52 (P-9)
INV.(IN): 78.74 (P-8)
INV.(OUT): 78.52 (P-7)
436 L.F. 15" HDPE @
0.50% (P-9)
13 L.F. 15" RCP @
0.50% (P-8)
TC 83.05
BC 82.88
TC 83.27
BC 82.86
TC 82.75
BC 82.42
TC 82.54
BC 82.37
TC 82.56
BC 82.31
TC 82.32
BC 81.99
TC 82.11
BC 81.94
TC 82.05
BC 81.65
TC 82.12
BC 81.79
TC 82.22
BC 81.89
LOM/LOP 12" W
± 40'
± 40'
PREVIOUSLY
CONSTRUCTED
ADA RAMP
PREVIOUSLY
CONSTRUCTED ADA RAMP
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
LEGEND
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE, ASPHALT
OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-9-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
9
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 8
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 10
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
WILLIAMS STREET
22+00
23+00
24+00
25+00
26+00
27+00
R8'
R15'
6'
25'
'B' INLET S-26
GR: 71.70
INV.(IN): 69.22 (P-25)
INV.(OUT): 69.22 (P-24)
'B' INLET S-27
GR: 72.26
INV.(IN): 69.34 (P-26)
INV.(OUT): 69.34 (P-25)
'B' INLET S-28
GR: 72.17
INV.(IN): 69.51 (P-27)
INV.(OUT): 69.51 (P-26)
'B' INLET S-29
GR: 71.97
INV.(OUT): 69.60 (P-27)
6" W
6" W
H.P.
72
'B' INLET S-7
GR: 75.37
INV.(OUT): 73.00 (P-6)
D
MH, 4' DIAMETER S-6
RIM: 75.72
INV.(IN): 72.77 (P-7)
INV.(IN): 72.77 (P-6)
INV.(OUT): 72.77 (P-5)
460 L.F. 15" HDPE @
1.25% (P-7)
12 L.F. 15" RCP @
2.00% (P-6)
417 L.F. 15" HDPE @
1.05% (P-5)
19 L.F. 15" RCP @
0.50% (P-27)
34 L.F. 15" RCP @
0.50% (P-26)
24 L.F. 15" RCP @
0.50% (P-25)
TC 72.54
BC 72.04
TC 72.01
BC 72.01
TC 71.95
BC 71.95
TC 72.39
BC 71.89
TC 72.75
BC 72.24
TC 72.24
BC 72.24
G 72.35
G 72.53
G 73.02
G 72.66
G 72.58
TC 76.14
BC 75.82
TC 76.06
BC 75.73
TC 73.39
BC 73.06
TC 73.20
BC 73.03
TC 73.32
BC 72.99
TC 73.12
BC 72.95
TC 73.22
BC 72.92
TC 72.36
BC 72.03
TC 72.10
BC 71.90
TC 72.01
BC 71.83
TC 71.95
BC 71.78
TC 71.95
BC 71.74
TC 78.66
BC 78.33
TC 78.26
BC 78.09
TC 78.33
BC 78.00
TC 78.79
BC 78.62
TC 79.17
BC 78.72
TC 78.81
BC 78.48
TC 78.41
BC 78.18
LOM/LOP
12" W
± 40'
CURB RAMP (TYPE 5)
CONTRACTOR TO
COORDINATE WITH
THE ENGINEER
PRIOR TO LAYOUT
AND
CONSTRUCTION
CROWNS OF BURNSIDE AVENUE
AND WILLIAMS STREET TO MEET,
SLOPE GUTTERLINE AS DEPICTED TO
ENSURE POSITIVE DRAINAGE
2 - 4" Y
APPLY TACK COAT PRIOR TO
PAVING AS REQUIRED (TYP.)
FLUSH CURB AT
ADA RAMP (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING,
FERTILIZING AND
SEEDING AND STRAW
MULCHING (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
EXCAVATE TEST PIT OVER EXISTING GAS MAIN (CONFIRM
LOCATION IN THE FIELD WITH THE ENGINEER AND THE
UTILITY - REFER TO APPENDIX A OF THE SPECIFICATIONS
FOR GAS MAIN PLANS PREPARED BY ELIZABETHTOWN GAS)
PRESUMED ABANDONED GAS MAIN
(CONFIRM IN THE FIELD WITH THE
ENGINEER AND THE UTILITY)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
S
RESET EXISTING SANITARY SEWER
MANHOLE WITH NEW CASTING (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
EXISTING CONCRETE
CHANNELS AND METAL COVERS
TO BE REMOVED (TYP.)
B
ELISE STREET
BURNSIDE AVENUE
28+00
29+00
30+00
31+00
32+00
BP: 1+00.00
2+00
R15'
6" W
6" W
8'
'B' INLET S-3
GR: 70.58
INV.(IN): 68.06 (P-3)
INV.(OUT): 68.06 (P-2)
'B' INLET S-4
GR: 70.79
INV.(IN): 68.34 (P-4)
INV.(OUT): 68.34 (P-3)
71
71
D
MH, 4' DIAMETER S-2
RIM: 70.93
INV.(IN): 68.00 (P-2)
INV.(OUT): 68.00 (P-1)
D
MH, 4' DIAMETER S-5
RIM: 71.39
INV.(IN): 68.39 (P-5)
INV.(OUT): 68.39 (P-4)
200 L.F. 15" HDPE @
0.55% (P-1)
11 L.F. 15" RCP @
0.50% (P-2)
11 L.F. 15" RCP @
0.50% (P-4)
24 L.F. 15" RCP @
1.16% (P-3)
223 L.F. 15" RCP @
0.24% (P-24)
TC 70.67
BC 70.67
G 71.59
G 71.75
G 71.10
G 71.26
TC 71.85
BC 71.58
TC 71.67
BC 71.50
TC 71.77
BC 71.44
TC 71.42
BC 71.09
TC 71.24
BC 71.07
TC 71.38
BC 71.05
TC 70.81
BC 70.44
TC 70.57
BC 70.40
TC 70.70
BC 70.37
TC 70.58
BC 70.29 TC 70.39
BC 70.22
TC 70.53
BC 70.13
TC 70.32
BC 70.03
TC 70.38
BC 70.08
TC 70.44
BC 70.14
TC 71.46
BC 71.18
TC 71.34
BC 71.17
TC 71.44
BC 71.16
TC 70.81
BC 70.34
TC 70.58
BC 70.41
TC 70.95
BC 70.46
TC 70.32
BC 70.07
TC 70.23
BC 70.06
TC 70.35
BC 70.02
TC 70.15
BC 69.98
TC 70.37
BC 70.04
TC 70.32
BC 69.99
TC 70.30
BC 69.97
TC 70.26
BC 69.93
D
MH BOX S-22
RIM: 70.24
INV.(IN): 67.83 (P-22)
INV.(IN): 67.83 (P-21)
INV.(OUT): 67.83 (P-20)
'B' INLET S-23
GR: 69.95
INV.(OUT): 67.86 (P-21)
7 L.F. 15" RCP @ 0.50%
(P-21)
D
MH BOX S-24
RIM: 71.10
INV.(IN): 68.69 (P-24)
INV.(IN): 68.69 (P-23)
INV.(OUT): 68.69 (P-22)
'B' INLET S-25
GR: 70.70
INV.(OUT): 68.73 (P-23)
8 L.F. 15" RCP @ 0.50%
(P-23)
280 L.F. 15" RCP @
0.31% (P-22)
G 70.51
G 70.36
G 70.95
G 70.43
G 70.78
G 70.67
G 70.40
G 70.76
G 70.32
12" W
2 - 4" Y
± 36'
± 36'
± 34'
± 34'
PREVIOUSLY
CONSTRUCTED
ADA RAMP
CURB RAMP (TYPE 5)
CONTRACTOR TO
COORDINATE WITH THE
ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CROWNS OF BURNSIDE AVENUE AND ELISE
STREET TO MEET, SLOPE GUTTERLINE AS
DEPICTED TO ENSURE POSITIVE DRAINAGE
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
FLUSH CURB AT
ADA RAMP (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
TOPSOILING,
FERTILIZING AND
SEEDING AND
STRAW
MULCHING (TYP.)
PRESUMED ABANDONED
GAS MAIN (CONFIRM IN
THE FIELD WITH THE
ENGINEER AND THE
UTILITY)
PRESUMED ABANDONED GAS MAIN
(CONFIRM IN THE FIELD WITH THE
ENGINEER AND THE UTILITY)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
S
RESET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
200 L.F. 15" HDPE @
0.55% (P-1)
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
LEGEND
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE, ASPHALT
OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-10-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
10
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 9
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 11
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 11
DRAFT
DATE:_______________
10/21/2021
BURNSIDE AVENUE
LINCOLN AVENUE
EP: 34+17.78
33+00
34+00
6" W
6" W
D
DOGHOUSE MH BOX, 3' X 3' S-21
RIM: 69.97
INV.(IN): 67.50 (P-20)
INV.(IN): ±67.5 (E33)
INV.(OUT): ±67.5 (E33)
TC 70.22
BC 69.91
TC 70.07
BC 69.90
TC 70.22
BC 69.88
TC 70.20
BC 69.80
TC 69.95
BC 69.78
TC 69.91
BC 69.74
TC 70.05
BC 69.72
TC 70.14
BC 69.92
TC 69.94
BC 69.77
TC 70.16
BC 69.83
TC 70.21
BC 69.88
TC 70.12
BC 69.79
TC 70.08
BC 69.75
181 L.F. 15" RCP @
0.18% (P-20)
TC 70.15
BC 69.90
G 71.20
G 70.40
G 70.33
G 70.62
G 70.30
G 70.49
G 70.44
G 70.37
G 71.16
70
LOM/LOP
12" W
± 36'
PREVIOUSLY
CONSTRUCTED
ADA RAMP
PREVIOUSLY
CONSTRUCTED
ADA RAMP
APPLY TACK
COAT PRIOR TO
PAVING AS
REQUIRED (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING,
FERTILIZING AND
SEEDING AND
STRAW
MULCHING (TYP.)
PRESUMED ABANDONED GAS MAIN
(CONFIRM IN THE FIELD WITH THE
ENGINEER AND THE UTILITY)
CONCRETE
SIDEWALK, 4"
THICK (TYP.)
CONCRETE
DRIVEWAY,
REINFORCED, 6"
THICK (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - SEE FULL
DEPTH RECONSTRUCTION MAP) (TYP.)
ELISE STREET
3+00
4+00
D
DOGHOUSE MH, 4' DIAMETER S-1
RIM: 69.77
INV.(IN): 66.90 (P-1)
INV.(IN): ±66.90 (E40)
INV.(OUT): ±66.90 (E40)
± 34'
± 34'
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
PRESUMED ABANDONED GAS MAIN
(CONFIRM IN THE FIELD WITH THE
ENGINEER AND THE UTILITY)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE OR FULL
DEPTH RECONSTRUCTION (AS
REQUIRED - SEE FULL DEPTH
RECONSTRUCTION MAP) (TYP.)
200 L.F. 15" HDPE @
0.55% (P-1)
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
LEGEND
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE, ASPHALT
OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-11-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
11
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 10
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 10
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 12
DRAFT
DATE:_______________
10/21/2021
H
Y
D
JOHNSON AVENUE
PC: 1+36.68
PT: 1+96.27
1+00
2+00
3+00
4+00
5+00
6+00
16'
± 33'
± 34'
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE OR FULL
DEPTH RECONSTRUCTION (AS
REQUIRED - SEE FULL DEPTH
RECONSTRUCTION MAP) (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
S
JOHNSON AVENUE
H
Y
D
ELISE STREET
EP: 6+00.00
5+00
EP: 11+84.02
7+00
8+00
9+00
10+00
11+00
LOM/LOP
12" W
6" W
6" W
2 - 4" Y
± 34'
± 34'
± 32'
PREVIOUSLY
CONSTRUCTED
ADA RAMP
PREVIOUSLY CONSTRUCTED
ADA RAMP
CURB PIECE (NJDEP TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
APPLY TACK COAT
PRIOR TO PAVING AS
REQUIRED (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
DEPRESSED CURB AT
DRIVEWAYS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
TOPSOILING, FERTILIZING
AND SEEDING AND STRAW
MULCHING (TYP.)
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE OR FULL
DEPTH RECONSTRUCTION (AS
REQUIRED - SEE FULL DEPTH
RECONSTRUCTION MAP) (TYP.)
S
SET EXISTING SANITARY
SEWER MANHOLE WITH NEW
CASTING (TYP.)
SET EXISTING STORM SEWER
MANHOLE WITH NEW
CASTING (TYP.)
D
S
S
S
D
D
ALTERNATE
BID 'A'
BASE BID
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
LEGEND
HOT MIX ASPHALT
DRIVEWAY, 6" THICK
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE, ASPHALT
OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-12-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
12
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 11
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DRAFT
DATE:_______________
10/21/2021
H
Y
D
LEXINGTON AVENUE
BURNSIDE AVENUE
ROOSEVELT AVENUE
TOWNSHIP OF
CRANFORD
BOROUGH OF
GARWOOD
BP: 1+00.00
2+00
3+00
4+00
5+00
H
Y
D
BURNSIDE AVENUE
BESLER AVENUE
PRESTON AVENUE
6+00
7+00
8+00
9+00
10+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-13-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP
13
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 14
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
NEW STREET
JAMES AVENUE
11+00
12+00
13+00
14+00
15+00
16+00
S
S
H
Y
D
BURNSIDE AVENUE
MARSH STREET
PC: 16+21.10
PT: 16+86.04
17+00
18+00
19+00
20+00
21+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-14-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
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.
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.
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.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP
14
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 13
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 15
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
WILLIAMS STREET
22+00
23+00
24+00
25+00
26+00
27+00
B
ELISE STREET
BURNSIDE AVENUE
28+00
29+00
30+00
31+00
32+00
BP: 1+00.00
2+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-15-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
.
.
.
.
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.
.
.
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.
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP
15
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 14
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 16
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 16
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL
DEPTH PAVEMENT REPAIR (TO BE FIELD
VERIFIED BY THE ENGINEER - TYP.)
DRAFT
DATE:_______________
10/21/2021
BURNSIDE AVENUE
LINCOLN AVENUE
EP: 34+17.78
33+00
34+00
ELISE STREET
3+00
4+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-16-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 15
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 15
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 17
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL DEPTH
CONCRETE PAVEMENT REPAIR, HMA (TO BE
FIELD VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL
DEPTH PAVEMENT REPAIR(TO BE FIELD
VERIFIED BY THE ENGINEER - TYP.)
FULL DEPTH
RECONSTRUCTION MAP
16
DRAFT
DATE:_______________
10/21/2021
H
Y
D
JOHNSON AVENUE
PC: 1+36.68
PT: 1+96.27
1+00
2+00
3+00
4+00
5+00
6+00
JOHNSON AVENUE
H
Y
D
ELISE STREET
EP: 6+00.00
5+00
EP: 11+84.02
7+00
8+00
9+00
10+00
11+00
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT073\Engineering\Site Plans\C-LAYT.dwg\C-17-LAYOUT By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 16
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
NOTES:
1.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS MAY
REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION AREAS WILL ULTIMATELY BE
DETERMINED DURING CONSTRUCTION.
2.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION MAP PLANS BUT WITHIN THE ROADWAY
LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED OR OVERLAYED WITH
ASPHALT SURFACE COURSE.
APPROXIMATE LOCATION OF FULL
DEPTH PAVEMENT REPAIR(TO BE FIELD
VERIFIED BY THE ENGINEER - TYP.)
APPROXIMATE LOCATION OF FULL
DEPTH PAVEMENT REPAIR(TO BE FIELD
VERIFIED BY THE ENGINEER - TYP.)
FULL DEPTH
RECONSTRUCTION MAP
17
DRAFT
DATE:_______________
10/21/2021
H
Y
D
LEXINGTON AVENUE
BURNSIDE AVENUE
ROOSEVELT AVENUE
TOWNSHIP OF
CRANFORD
BOROUGH OF
GARWOOD
BP: 1+00.00
2+00
3+00
4+00
5+00
S
S
LIMIT OF
DISTURBANCE (TYP.)
H
Y
D
BURNSIDE AVENUE
BESLER AVENUE
PRESTON AVENUE
6+00
7+00
8+00
9+00
10+00
S
S
LIMIT OF
DISTURBANCE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-SESC
C\CDT073\Engineering\Site Plans\C-SESC.dwg\C-18-SOIL EROSION By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL PLAN
18
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 5+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 19
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
NOTE:
1.
THIS PROJECT IS EXEMPT FROM SOIL
DE-COMPACTION REMEDIATION
AND TESTING AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA.
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
NEW STREET
JAMES AVENUE
11+00
12+00
13+00
14+00
15+00
16+00
'B' INLET S-12
GR: 83.43
INV.(OUT): 81.00 (P-11)
'B' INLET S-11
GR: 83.07
INV.(IN): 80.76 (P-11)
INV.(OUT): 80.76 (P-10)
'B' INLET S-14
GR: 83.89
INV.(IN): 81.10 (P-12)
INV.(OUT): 81.10 (P-13)
'B' INLET S-13
GR: 83.53
INV.(OUT): 81.22 (P-12)
'B' INLET S-17
GR: 86.04
INV.(IN): 83.04 (P-17)
INV.(OUT): 83.04 (P-16)
'B' INLET S-18
GR: 86.47
INV.(IN): 83.18 (P-18)
INV.(OUT): 83.18 (P-17)
'B' INLET S-20
GR: 85.82
INV.(OUT): 83.46 (P-19)
'B' INLET S-19
GR: 86.40
INV.(IN): 83.34 (P-19)
INV.(OUT): 83.34 (P-18)
D
MH, 4' DIAMETER S-10
RIM: 83.58
INV.(IN): 80.70 (P-14)
INV.(IN): 80.70 (P-10)
INV.(OUT): 80.70 (P-9)
D
MH, 4' DIAMETER S-16
RIM: 86.37
INV.(IN): 82.98 (P-16)
INV.(OUT): 82.98 (P-15)
D
MH, 4' DIAMETER S-15
RIM: 84.38
INV.(IN): 81.48 (P-15)
INV.(IN): 81.04 (P-13)
INV.(OUT): 81.04 (P-14)
24 L.F. 15" HDPE @
0.50% (P-19)
32 L.F. 15" HDPE @
0.50% (P-18)
28 L.F. 15" HDPE @
0.50% (P-17)
13 L.F. 15" HDPE @
0.50% (P-16)
188 L.F. 15" HDPE @
0.80% (P-15)
24 L.F. 15" RCP @
0.50% (P-12)
12 L.F. 15" RCP @
0.50% (P-13)
67 L.F. 15" HDPE @
0.50% (P-14)
24 L.F. 15" RCP @
1.00% (P-11)
12 L.F. 15" RCP @
0.50% (P-10)
S
S
CAUTION FENCE
(TYP.)
INLET FILTER (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
H
Y
D
BURNSIDE AVENUE
MARSH STREET
PC: 16+21.10
PT: 16+86.04
17+00
18+00
19+00
20+00
21+00
'B' INLET S-9
GR: 81.16
INV.(OUT): 78.80 (P-8)
D
MH, 4' DIAMETER S-8
RIM: 81.76
INV.(IN): 78.52 (P-9)
INV.(IN): 78.74 (P-8)
INV.(OUT): 78.52 (P-7)
436 L.F. 15" HDPE @
0.50% (P-9)
13 L.F. 15" RCP @
0.50% (P-8)
S
CAUTION FENCE
(TYP.)
INLET
FILTER
(TYP.)
LIMIT OF
DISTURBANCE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-SESC
C\CDT073\Engineering\Site Plans\C-SESC.dwg\C-19-SOIL EROSION By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
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.
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL PLAN
19
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 10+50 - SHEET 18
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 16+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 20
NOTE:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION
REMEDIATION AND TESTING AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA.
DRAFT
DATE:_______________
10/21/2021
H
Y
D
BURNSIDE AVENUE
WILLIAMS STREET
22+00
23+00
24+00
25+00
26+00
27+00
'B' INLET S-26
GR: 71.70
INV.(IN): 69.22 (P-25)
INV.(OUT): 69.22 (P-24)
'B' INLET S-27
GR: 72.26
INV.(IN): 69.34 (P-26)
INV.(OUT): 69.34 (P-25)
'B' INLET S-28
GR: 72.17
INV.(IN): 69.51 (P-27)
INV.(OUT): 69.51 (P-26)
'B' INLET S-29
GR: 71.97
INV.(OUT): 69.60 (P-27)
'B' INLET S-7
GR: 75.37
INV.(OUT): 73.00 (P-6)
D
MH, 4' DIAMETER S-6
RIM: 75.72
INV.(IN): 72.77 (P-7)
INV.(IN): 72.77 (P-6)
INV.(OUT): 72.77 (P-5)
460 L.F. 15" HDPE @
1.25% (P-7)
12 L.F. 15" RCP @
2.00% (P-6)
417 L.F. 15" HDPE @
1.05% (P-5)
19 L.F. 15" RCP @
0.50% (P-27)
34 L.F. 15" RCP @
0.50% (P-26)
24 L.F. 15" RCP @
0.50% (P-25)
S
S
CAUTION FENCE (TYP.)
INLET FILTER (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
B
ELISE STREET
BURNSIDE AVENUE
28+00
29+00
30+00
31+00
32+00
BP: 1+00.00
2+00
'B' INLET S-3
GR: 70.58
INV.(IN): 68.06 (P-3)
INV.(OUT): 68.06 (P-2)
'B' INLET S-4
GR: 70.79
INV.(IN): 68.34 (P-4)
INV.(OUT): 68.34 (P-3)
D
MH, 4' DIAMETER S-2
RIM: 70.93
INV.(IN): 68.00 (P-2)
INV.(OUT): 68.00 (P-1)
D
MH, 4' DIAMETER S-5
RIM: 71.39
INV.(IN): 68.39 (P-5)
INV.(OUT): 68.39 (P-4)
200 L.F. 15" HDPE @
0.55% (P-1)
11 L.F. 15" RCP @
0.50% (P-2)
11 L.F. 15" RCP @
0.50% (P-4)
24 L.F. 15" RCP @
1.16% (P-3)
223 L.F. 15" RCP @
0.24% (P-24)
D
MH BOX S-22
RIM: 70.24
INV.(IN): 67.83 (P-22)
INV.(IN): 67.83 (P-21)
INV.(OUT): 67.83 (P-20)
'B' INLET S-23
GR: 69.95
INV.(OUT): 67.86 (P-21)
7 L.F. 15" RCP @ 0.50%
(P-21)
D
MH BOX S-24
RIM: 71.10
INV.(IN): 68.69 (P-24)
INV.(IN): 68.69 (P-23)
INV.(OUT): 68.69 (P-22)
'B' INLET S-25
GR: 70.70
INV.(OUT): 68.73 (P-23)
8 L.F. 15" RCP @ 0.50%
(P-23)
280 L.F. 15" RCP @
0.31% (P-22)
S
S
200 L.F. 15" HDPE @
0.55% (P-1)
INLET FILTER
(TYP.)
LIMIT OF
DISTURBANCE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-SESC
C\CDT073\Engineering\Site Plans\C-SESC.dwg\C-20-SOIL EROSION By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL PLAN
20
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 21+50 - SHEET 19
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 27+00 - THIS SHEET
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 21
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 21
NOTE:
1.
THIS PROJECT IS EXEMPT FROM SOIL
DE-COMPACTION REMEDIATION
AND TESTING AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA.
DRAFT
DATE:_______________
10/21/2021
BURNSIDE AVENUE
LINCOLN AVENUE
EP: 34+17.78
33+00
34+00
D
DOGHOUSE MH BOX, 3' X 3' S-21
RIM: 69.97
INV.(IN): 67.50 (P-20)
INV.(IN): ±67.5 (E33)
INV.(OUT): ±67.5 (E33)
181 L.F. 15" RCP @
0.18% (P-20)
CAUTION FENCE
(TYP.)
INLET
FILTER
(TYP.)
LIMIT OF
DISTURBANCE (TYP.)
ELISE STREET
3+00
4+00
D
DOGHOUSE MH, 4' DIAMETER S-1
RIM: 69.77
INV.(IN): 66.90 (P-1)
INV.(IN): ±66.90 (E40)
INV.(OUT): ±66.90 (E40)
200 L.F. 15" HDPE @
0.55% (P-1)
INLET FILTER (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-SESC
C\CDT073\Engineering\Site Plans\C-SESC.dwg\C-21-SOIL EROSION By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL PLAN
21
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - BURNSIDE AVENUE STA. 32+00 - SHEET 20
MATCHLINE - ELISE STREET STA. 2+00 - SHEET 20
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 22
NOTE:
1.
THIS PROJECT IS EXEMPT FROM SOIL
DE-COMPACTION REMEDIATION
AND TESTING AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA.
DRAFT
DATE:_______________
10/21/2021
H
Y
D
JOHNSON AVENUE
PC: 1+36.68
PT: 1+96.27
1+00
2+00
3+00
4+00
5+00
6+00
S
S
LIMIT OF
DISTURBANCE (TYP.)
JOHNSON AVENUE
H
Y
D
ELISE STREET
EP: 6+00.00
5+00
EP: 11+84.02
7+00
8+00
9+00
10+00
11+00
S
D
S
S
S
D
D
INLET FILTER (TYP.)
INLET FILTER (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-SESC
C\CDT073\Engineering\Site Plans\C-SESC.dwg\C-22-SOIL EROSION By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL PLAN
22
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - JOHNSON AVENUE STA. 6+50 - THIS SHEET
MATCHLINE - ELISE STREET STA. 4+75 - SHEET 21
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
NOTE:
1.
THIS PROJECT IS EXEMPT FROM SOIL
DE-COMPACTION REMEDIATION
AND TESTING AS IT IS LOCATED IN
AN URBAN REDEVELOPMENT AREA.
DRAFT
DATE:_______________
10/21/2021
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT073\Engineering\Site Plans\C-DTLS.dwg\C-23-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
23
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
20.
TOPSOIL STOCKPILE PROTECTION
20.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
20.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
20.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
20.f.
PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE.
21.
TEMPORARY STABILIZATION SPECIFICATIONS
21.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
21.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
21.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
22.
PERMANENT STABILIZATION SPECIFICATIONS
22.a.
APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)
22.b.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.c.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
22.d.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
22.e.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.f.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
NOTE:
72 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE IN WRITING, SHALL BE
GIVEN
TO
THE
UNION
COUNTY
SOIL
CONSERVATION
DISTRICT
AND
A
PRE-CONSTRUCTION MEETING HELD.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
1
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
3
05/01/17
MCNJ-SOIL-EROS-2100
PROTECTED ROOT
ZONE (PRZ)
DBH @ 4.5'
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
3.
TILE AND GRAVEL WILL ALLOW AIR CIRCULATION TO ROOT ZONE UNDER A FILL.
(IN FEET)
ROOT PROTECTION DURING
CONSTRUCTION DETAIL
NOT TO SCALE
4
07/01/21
MCNJ-SOIL-EROS-2101
DBH @ 4.5'
PROTECTED ROOT
ZONE (PRZ)
NOTES:
1.
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5' ABOVE GROUND ON
THE UPHILL SIDE) IN INCHES.
2.
PROTECTED ROOT ZONE (PRZ) = CRITICAL ROOT ZONE IN FEET = DBH (INCHES) X 1.5'
(FOR OLD/SENSITIVE TREES) OR DBH X 1.0 (FOR YOUNG/TOLERANT TREES)
(IN FEET)
TREE PROTECTION IN CUT
AREAS DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2102
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
2
05/01/17
MCNJ-SOIL-EROS-2500
05/01/17
MCNJ-SOIL-NOTE-1013
MOD: 10/15/21
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- SILT FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
1 WEEK
- COMPLETE GRADING
3 WEEKS
- INSTALL CURBING AND DRAINAGE
3 WEEKS
- PAVEMENT IMPROVEMENTS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH
OF 5", MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- FERTILIZING, SEEDING AND STRAW MULCHING
2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 11 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL EXCEPT TOPSOIL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL EXCEPT
TOPSOIL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE = 44,584 SF OR 1.02 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT
BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11 THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION, MULCH ANCHORING AND MAINTENANCE. ALL
GRADING SHOULD BE DONE IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE STANDARD FOR
TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON
SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR
MORE IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH
AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE
LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500
POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE IN
ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS
THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE
SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE
LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE SHOULD BE SCARIFIED 6"
TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE
IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES. THE FINAL
HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE
UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION AND OTHER
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS OR OTHER UNSUITABLE
MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED WITHIN THE DATES
SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE
(CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED,
HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24
HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER
MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK, WITH AN AGITATION SYSTEM
AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE
PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE
APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT
OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS
TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS,
STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL
CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED
METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER
CONSERVATION ON SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR SALT HAY TO BE
APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT
THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE
AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO
THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER
PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER OR LIQUID MULCH
BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER
CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500
POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED
BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO
FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
DRAFT
DATE:_______________
10/21/2021
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT073\Engineering\Site Plans\C-DTLS.dwg\C-24-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
24
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
4" DOUBLE YELLOW
STOP BAR LINE WITH "STOP" MARKING DETAIL
N.T.S.
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
N.T.S.
RESET EXISTING CASTING
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. NEW COVERS FOR SANITARY SEWER MANHOLES SHALL BE MARKED "CRANFORD SANITARY".
6. NEW COVERS FOR STORM SEWER MANHOLES SHALL BE MARKED "CRANFORD STORM".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1203A
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
MILLED AREA
EXISTING PAVEMENT
CURB
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
VARIES
VARIES
TYPICAL ROAD SECTION
N.T.S.
VARIABLE ROAD WIDTH - SEE PLAN
CURB WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CURB WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% TYP.
2% MAX
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
25' (TYP.)
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
RECONSTRUCTED INLET OR MANHOLE, USING EXISTING CASTING
N.T.S.
CURB
SURFACE COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT WIDE
(PRECAST OR MADE
ON SITE)
REMOVE EXISTING CASTING
WALL AS REQUIRED
NEW
MATERIAL
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 6" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MAX. CROSS SLOPE 14" PER FOOT TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PERFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
3/4" CLEAN CRUSHED
STONE, 4" THICK
N.T.S.
SLOPE 1
4" PER FT
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2"
2"
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
5' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
PREMOLDED
EXPANSION
JOINTS
GRANITE
BLOCK CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
8"
5'-10"
8'-0"
ROADWAY EXCAVATION (CONCRETE
OR ASPHALT, REFER TO FULL DEPTH
RECONSTRUCTION PLAN)
COMPACTED SUBGRADE
FULL DEPTH PAVEMENT REPAIR (IF & WHERE DIRECTED)
N.T.S.
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
STOP BAR
12" WHITE STOP LINE (TYPICAL)
(24" WHITE STOP LINE AT
SIGNALIZED INTERSECTIONS)
NJDOT CLASS "B"
CONCRETE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
9"
18"
8"
2' REPAIR
SEE PLAN
4"
6"
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH
PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FONT FACE AND TOP
OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR
THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. TYPICAL CURB HEIGHTS:
· FULL HEIGHT: 4"
· ALL DRIVEWAYS: 2"
· ALL CURB RAMPS: FLUSH
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB
N.T.S.
NJDOT CLASS "B"
CONCRETE
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES (STORM)
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
1-3/8"
5-5/8"
28-15/16"
27"
38"
46"
PLAN
No. 1230A
SQUARE MANHOLE COVER/FRAMES (STORM)
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1230A, OR APPROVED EQUAL
N.T.S.
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES (SANITARY)
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
NOTE:
1.
CONTRACTOR SHALL ONLY INSTALL 4" DOUBLE YELLOW LINES
WHERE DEPICTED ON THE DIMENSION PLANS.
DRAFT
DATE:_______________
10/21/2021
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT073\Engineering\Site Plans\C-DTLS.dwg\C-25-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
25
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF
TERMINAL INLETS AND BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET
PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
PROVIDE COPOLYMER PLASTIC, STEEL
REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATE TO BE CAMPBELL
FOUNDRY PATTERN NO. 2618 OR APPROVED
EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED,
WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO
INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE
INCREASED 12" IN WIDTH AND 12" IN DEPTH.
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
TYPE 'B' INLET
N.T.S.
DOGHOUSE MANHOLE
N.T.S.
NOTES:
1. SEE PRECAST STANDARD MANHOLE DETAIL FOR TYPICAL INSTALLATION.
2. PRECAST MANHOLE SECTION TO BE IN ACCORDANCE WITH ASTM DESIGNATION C-478.
FLOW
FLOW
FLOW
PLAN
ELEVATION
PROPOSED PIPE
EXISTING PIPE
PROPOSED
PIPE
#6 BARS @
12" O.C.
EACH WAY
EXISTING
PIPE
4'-0" (TYP.)
MH BASE WIDTH + 12" MIN.
3"
6"
MIN.
MIN. 6"
EMBEDMENT
MIN. 12"
NJDOT
CLASS B
CONCRETE
6" THICK NO. 57 STONE
ON UNDISTURBED SOIL
PSX: DIRECT DRIVE WITH CORRUGATED PIPE
ADAPTER (AS APPROPRIATE) AS MANUFACTURED BY
PRESS-SEAL CORPORATION OR APPROVED EQUAL
PIPE TO CONCRETE STRUCTURE CONNECTOR
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL MEET THE REQUIREMENTS OF
ASTM C-923. THIS CONNECTION IS TO BE USED IN ALL MANHOLES AND INLETS.
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
N.T.S.
STORM MANHOLE
REINFORCING
PER ASTM C-478
LATEST REVISION
SEAL WITH
BUTYLE RUBBER
(ASTM C-990)
POLYPROPYLENE RUNGS
ADJUST TO GRADE AS
REQ'D USING GRADE
RINGS
REINFORCING
PER ASTM C-478
LATEST
REVISION
CHANNEL: PRECAST
2" SHELF
5"
60" OR 72" DIA.
5"
24" - 72"
24"
24"
OR
36"
12" (TYP.)
SLOPE
NON-SKID SURFACE
A-LOK X-CEL CAST-IN
FLEXIBLE PIPE TO
MANHOLE
CONNECTOR, OR
APPROVED EQUAL
6" NO. 57 STONE BEDDING
3" MIN.
1" CLR.
GENERAL MANHOLE NOTES:
1. MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
2. CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH PRECAST CONCRETE GRADE RINGS, AS REQUIRED,
12 INCHES MAXIMUM.
3. WHERE EXISTING PIPE IS TO BE CONNECTED TO NEW MANHOLE, 5 FEET OF NEW PIPE AND COUPLINGS SHALL BE
INCLUDED IN COST OF MANHOLE.
4. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478, "PRECAST REINFORCED CONCRETE MANHOLE
SECTIONS."
5. REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD CONDITIONS.
6. PROVIDE PRECAST MANHOLE SLAB IN LIEU OF STANDARD PRECAST TOP SECTION FOR MANHOLES HAVING 6'-9" DEPTH OR
LESS.
PROPOSED CONCRETE
CRADLE TO SUPPORT
CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT
EXCAVATED MATERIAL -
SEE PIPE BEDDING DETAIL
PROPOSED STORM
PIPE/UTILITY
18"
CONCRETE CRADLE
N.T.S.
FINISHED GRADE
PROPOSED STORM
PIPE/UTILITY
MCNJ-SITE-HADA-2100
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
O.D. + 18" MIN
1/2 O.D.
PAVEMENT SECTION (REFER
TO PAVEMENT REPAIR DETAIL)
NJDOT NO.
57 STONE
BEDDING TO
SPRINGLINE
1/4 O.D. OR 6" MIN.
D
N.T.S.
HDPE & RCP PIPE BEDDING
3'-0"
SECTION A-A
8"
8"
VARIABLE
MANHOLE BOX (3' X 3')
N.T.S.
4'-0"
3'-0"
8"
6"
8"
7"
VARIABLE
4'-0"
SECTION B-B
STRUCTURE
FOUNDATION
TO BE EXTENDED
6" WHERE DEPTH
EXCEEDS 8' EXCEPT
IN ROCK
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & GRATED LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
6" NJDOT NO.
57 STONE
BEDDING
6" NO. 57 STONE
BEDDING
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED
AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
INLETS SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X7" X 12" ALUMINUM LADDER RUNGS, 12" O.C. OR COPOLYMER
POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL REINF. MA INDUSTRIES
PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, 12" O.C.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1230A, SQUARE
FLANGE FLARED TYPE FRAME OR APPROVED EQUAL.
5.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" MEASURED
FROM THE TOP OF GRATE TO INVERT, SHALL BE 12" IN WIDTH AND 12" IN DEPTH.
6.
REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD
CONDITIONS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
PIPE
TO PAVEMENT
SECTION
DENSE GRADED
AGGREGATE
NOTES:
1.
BACKFILL TO BE PLACED SO AS TO ENSURE SUFFICIENT COMPACTION
UNDER PIPE HAUNCHES.
2.
THE PIPE OR UTILITY TRENCH TO BE BACKFILLED IN ACCORDANCE
WITH THE SPECIFICATIONS FOR BACKFILLING. ENSURE THE WIDTH IS
36" MINIMUM OF THE OUTSIDE DIAMETER OF THE PIPE PLUS 18".
NOTE:
1.
CONTRACTOR SHALL USE A CONCRETE CRADLE IF THE VERTICAL
CLEARANCE BETWEEN THE PROPOSED STORM PIPE AND EXISTING
UTILITY IS LESS THAN 12".
DRAFT
DATE:_______________
10/21/2021
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT073\Engineering\Site Plans\C-DTLS.dwg\C-26-DETAILS By: BKUNZ
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
NJDOT FY2021 -
BURNSIDE AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
08/19/21
BAK
BKP
CDT073
34
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
26
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW
BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE
PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR
SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL
PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE
SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS
ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON
THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18
INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL
BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL
BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL
DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT SUBJECT TO
CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR
EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER
FINAL GRADING. MULCH WILL BE USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF
IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE
NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT TO
EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE,
ACCORDING TO THE NJ STATE STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE
INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
NOT IN PROJECT.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE
OF ANY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE
ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE
VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY
ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL
OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE THE
PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH
FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN
SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE
SYSTEM BECOMING OPERATIONAL.
13.
NOT IN PROJECT.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF COMPLIANCE.
CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF CONSTRUCTION
PROJECT.
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS THAT
ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT.
18.
NOT IN PROJECT.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC
CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU
STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL
OF THE ENGINEER.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
CD-159-1.3
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNT SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-159-1.2
CD-159-1.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-159-6.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
DRAFT
DATE:_______________
10/21/2021
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: Elm Street Area Drainage Improvement Project - Resident Letter and Zoom Meeting Information ---
Topic: Elm Street Area Drainage Improvement Project - Zoom Meeting
Time: Mar 31, 2021 08:00 PM Eastern Time (US and Canada)
Join Zoom Meeting
https://zoom.us/j/91670142821?pwd=RUZ3UE9EeW9qTFZxUHYyU2dvSW0rdz09
Meeting ID: 916 7014 2821
Passcode: 102630
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Find your local number: https://zoom.us/u/aezAbVdCcA
--- Document: Elm Street Area Drainage Improvement Project Plans ---
ROD SMITH
PLACE
E
LINCO
NUE
(NEW JERSEY STATE ROUTE NO. 28)
SOUTH AVENUE EAST
CENTENNIAL AVENUE (
WALNUT AVENUE
CENTENNIAL
AVENUE
(COUNTY ROUTE NO. 615)
(COUNTY ROUTE NO. 610)
(COUNTY ROUTE NO. 632)
WOODLAWN AVENUE
AVENUE
EAST
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
CULIN
MARSH
STREET
DENMAN
ROAD
DENMAN PLACE
LENHOME
DRIVE
BLAKE AVENUE
BLAKE
AVENUE
BALDWIN
COURT
HAWTHORN STREET
EDGEBROOK
LINCOLN PARK EAST
LINCOLN PARK EAST
CRANFORD
HALL
LINCOLN AVENUE
EAST
HALE STREET
HEINRICH STREET
WOODSIDE AVENUE
MOEN
QUINE STREET
STREET
WINANS AVENUE
HOLLYWOOD AVENUE
BURCHFIELD
AVENUE
THOMAS
STREET
OF NEW JERSEY DEPARTMENT
SEVERIN COURT
SEVERIN COURT
COLLINS STREET
WALL STREET
TERRACE
ROSE
EDWARD PL
PHILLIPS
STREET
GARDEN PLACE
YUGA ROAD
McCLELLAN STREET
MOEN
AVENUE
GRANT STREET
ARTHUR STREET
HAYES STREET
MYRTLE STREET
PARK TERRACE
MEEKER AVENUE
PARK STREET
NEW JERSEY TRANSIT CORPORATION
CORPORATION
(LEHIGH VALLEY RAILROAD)
RA
CHERRY STREET
WASHINGTON PLACE
STREET
HICKORY
HIGH STREET
PLACE
ANN
STREET
HIGH STREET
PROJECT LOCATION
(BASE BID)
PROJECT LOCATION
(ALTERNATE BID 'A')
BLUFF
STREET
STREET
ELM
TERRACE
MANSION
BROAD
STRATFORD
LAWN
STREET
TERRACE
STREET
ELM
TERRACE
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT071\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
.
.
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.
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.
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.
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.
.
.
.
.
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.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION PLANS
FOR
ELM STREET AREA
DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
KEY MAP
INDEX OF SHEETS
SHT. No.
DESCRIPTION
LATEST
REVISION
1
COVER
2
GENERAL NOTES AND QUANTITIES
3
EXISTING CONDITIONS PLAN (MANSION TERRACE)
4
EXISTING CONDITIONS PLAN (BROAD STREET)
5
EXISTING CONDITIONS PLAN (STRATFORD TERRACE)
6
EXISTING CONDITIONS PLAN (LAWN TERRACE)
7
DIMENSION PLAN (MANSION TERRACE)
8
DIMENSION PLAN (BROAD STREET)
9
DIMENSION PLAN (STRATFORD TERRACE)
10
DIMENSION PLAN (LAWN TERRACE)
11-12
DIMENSION PLAN (ELM STREET)
13
DIMENSION PLAN (ALTERNATE A - BLUFF STREET)
14-16
GRADING & DRAINAGE PLAN (MANSION TERRACE)
17-19
GRADING & DRAINAGE PLAN (BROAD STREET)
20-22
GRADING & DRAINAGE PLAN (STRATFORD TERRACE)
23-24
GRADING & DRAINAGE PLAN (LAWN TERRACE)
25
STORM PROFILES (MANSION TERRACE)
26
STORM PROFILES (BROAD STREET)
27
STORM PROFILES (STRATFORD TERRACE)
28
STORM PROFILES (LAWN TERRACE)
29
ADA CURB RAMP DETAILS
30
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
31
SOIL EROSION & SEDIMENT CONTROL NOTES
32-35
CONSTRUCTION DETAILS
36-39
NJDOT TRAFFIC CONTROL DETAILS
40-43
NJDOT CONSTRUCTION DETAILS
COVER
1
500
500
SCALE : 1" = 500'
0
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
KATHLEEN MILLER PRUNTY, MAYOR
BRIAN ANDREWS, DEPUTY MAYOR/COMMISSIONER
THOMAS H. HANNEN, JR., COMMISSIONER
JASON GAREIS, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
* THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS"
BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2019 AND AS AMENDED BY
THE SUPPLEMENTAL SPECIFICATION SHALL GOVERN THIS CONSTRUCTION.
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 7083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
SEWER SERVICES
TWP OF CRANFORD SEWER DEPARTMENT
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 W. MT PLEASANT AVENUE, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE, RAHWAY, NJ 07065
PHONE: (732) 388-0868
CONTACT: JOHN BUONOCORE
N
S
E
W
NORTH
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT071\Engineering\Site Plans\C-CVER.dwg\C-2-GENERAL NOTES AND QUANTITIES By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES AND
QUANTITIES
2
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
TBR
SURVEY NOTES:
1.
EXISTING FEATURES SHOWN ON MANSION TERRACE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR MANSION TERRACE" DATED 06/29/20, LATEST REV. 1,
DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
2.
EXISTING FEATURES SHOWN ON BROAD STREET WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR BROAD STREET" DATED 06/25/20 FOR THE TOWNSHIP OF
CRANFORD, PREPARED BY MASER CONSULTING, INC.
3.
EXISTING FEATURES SHOWN ON STRATFORD TERRACE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR STRATFORD TERRACE" DATED 06/24/20, LATEST REV.
1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
4.
EXISTING FEATURES SHOWN ON LAWN TERRACE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR LAWN TERRACE" DATED 06/17/20, LATEST REV. 1, DATED
12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
5.
ALL EXISTING FEATURES DEPICTED ON ELM STREET WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON PLANS SHALL BE VERIFIED IN
THE FIELD BY CONTRACTOR.
6.
THE HORIZONTAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL
REFERENCE STATION SYSTEM RELATIVE TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83.
7.
THE VERTICAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL
REFERENCE STATION SYSTEM, ADJUSTED AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
8.
ALL RIGHT-OF-WAY LINES AND LOT LINES ARE APPROXIMATE PER TAX MAPS OF THE TOWNSHIP OF CRANFORD, UNION COUNTY, NEW JERSEY.
9.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO EXCAVATIONS
WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL
HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY
AMENDED OR SUPPLEMENTED BY THE CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL
IMMEDIATELY IF ANY SITE CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR THE
CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT
LEAST TWO (2) WEEKS PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS,
SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12.
CLEARING SITE SHALL INCLUDE REMOVAL OF BUSHES AND SHRUBS AS WELL AS TREES UNDER 6" IN DIAMETER. TREES 6" AND GREATER IN DIAMETER SHALL BE PAID UNDER SEPARATE PAY ITEMS.
CLEARING SITE SHALL ALSO INCLUDE, BUT IS NOT LIMITED TO REMOVING AND TEMPORARILY REMOVING ITEMS AS NECESSARY TO PERFORM THE CONTRACT WORK. REFER TO THE CONTRACT
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
UTILITY NOTES:
1.
UNDERGROUND UTILITIES AND FEATURES WITHIN MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE
LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED UTILITIES MAY BE PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS,
UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN
THE VICINITY OF MAPPED FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS GENERALLY PRESENT OVER THE TOP CENTER OF
THE TARGET BUT MAY BE LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS OF LOCAL INTERFERENCE. FEATURE MAY BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS,
LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES WITHIN THE DUCT BANK, THE ACTUAL
HORIZONTAL AND VERTICAL DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA) MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES; THEREFORE IT IS POSSIBLE THAT SOME PLOTTED
FEATURES MAY REPRESENT OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT BE TRACED ENTIRELY WITHIN THE PROJECT
LIMITS. THE UTILITY MAY CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE
GEOPHYSICAL DATA BEYOND THESE POINTS, IT COULD NOT BE MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH INFORMATION, DEPTHS ARE NOT PROVIDED FOR
UTILITIES LOCATED WITH RFLS, BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 6 FEET. UTILITIES BELOW THIS DEPTH WERE NOT CONSISTENTLY DETECTED WITH GPR. THERE MAY BE
OTHER UTILITIES PRESENT AT THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY POSITION ARE MADE OUTSIDE OF THESE BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH ALL UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL
COORDINATE WITH IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY..
17.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND
SUBJECT TO MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN
CONSENT FROM THE LOCAL POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN
MUST BE APPROVED BY THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE
DEPARTMENT WITH AT LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS AS REQUIRED BY THE LOCAL POLICE DEPARTMENT. IF REQUIRED, TEMPORARY NO PARKING SIGNS
MUST BE POSTED AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED, AND THE SITE
SHALL BE CLEANED AND SECURED BY 5 PM DAILY.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID
DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED
TREES WILL BE REPLACED AS REQUIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION.
ALL EVALUATIONS SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT EXPRESS
PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS OTHERWISE
APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO THE CONTRACTOR FOR DAMAGES TO EQUIPMENT OR ADDITIONAL
LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON THE PLANS, DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS SHALL BE
RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESSIBLE CURB RAMP NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT FORMS, POURING CONCRETE AND CONSTRUCTING ACCESSIBLE CURB RAMPS TO MEET ADA STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF FIELD CONDITIONS CONFLICT
WITH INDICATED ACCESSIBLE CURB RAMP TYPES AND DETAILS PROVIDED HEREIN.
2.
THIS PROJECT MAY REQUIRE THE USE OF RECTANGULAR, RADIAL AND A COMBINATION OF RADIAL/RECTANGULAR DETECTABLE WARNING SURFACES. THE DETECTABLE WARNING SURFACES WILL BE MEASURED BASED ON ACTUAL FINISHED
PRODUCT AND NOT INCLUDE SECTIONS THAT ARE CUT AND DISCARDED.
3.
DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE AND THE COLOR SHALL CONTRAST FROM THE SURROUNDING MATERIAL.
4.
THE ENGINEER WILL INSPECT AND MEASURE THE FINAL CONDITION OF EACH CONSTRUCTED CURB RAMP. ALL CURB RAMPS FOUND NOT TO COMPLY WITH ADA STANDARDS SHALL BE DEMOLISHED AND REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS AT LEAST TWO (2) FT. WIDE AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS. PEDESTRIANS CANNOT BE
EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN ACCESS PLANKS TO PROVIDE SAFE ACCESS TO
RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE A RIDING
SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ENSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
REGULATORY SIGNS MUST BE REINSTALLED AS SOON AS SIDEWALKS ARE POURED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED UTILITIES AS
DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
QUANTITIES
H
Y
D
NORTH LEHIGH AVENUE
HAWTHORNE STREET
MANSION TERRACE
H
Y
D
H
Y
D
LINCOLN AVENUE EAST
MANSION TERRACE
ELM STREET
PINE STREET
MANSION TERRACE
3
EXISTING CONDITIONS
PLAN
(MANSION TERRACE)
20
20
40
SCALE : 1" = 20'
0
MATCH LINE "A" - THIS SHEET
MATCH LINE "B" - THIS SHEET
MATCH LINE "A" - THIS SHEET
MATCH LINE "B" - THIS SHEET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE-MANS-TERR
C\CDT071\Engineering\Site Plans\C-BASE-MANS-TERR.dwg\C-3-EX.COND-MANS TERR By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
H
Y
D
ELM STREET
BROAD STREET
LINCOLN AVENUE EAST
H
Y
D
BROAD STREET
BROAD STREET
NORTH
LEHIGH AVE.
H
Y
D
20
20
40
SCALE : 1" = 20'
0
4
EXISTING CONDITIONS
PLAN
(BROAD STREET)
MATCH LINE "A" - THIS SHEET
MATCH LINE "B" - THIS SHEET
MATCH LINE "A" - THIS SHEET
MATCH LINE "B" - THIS SHEET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE-BROD-STRT
C\CDT071\Engineering\Site Plans\C-BASE-BROD-STRT.dwg\C-4-EX. COND-BROAD STRT By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
ELM STREET
STRATFORD TERRACE
H
Y
D
LINCOLN AVENUE EA
STRATFORD TERRACE
NORTH LEHIGH AVENU
5
EXISTING CONDITIONS
PLANS
(STRATFORD TERRACE)
20
20
40
SCALE : 1" = 20'
0
MATCH LINE 'A' - THIS SHEET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE-STRA-TERR
C\CDT071\Engineering\Site Plans\C-BASE-STRA-TERR.dwg\C-5-EX. COND-STRA TERR By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
MATCH LINE 'A' - THIS SHEET
MATCH LINE 'B' - THIS SHEET
MATCH LINE 'B' - THIS SHEET
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
H
Y
D
H
Y
D
NORTH LEHIGH AVENUE
LAWN TERRACE
ELM STREET
H
Y
D
LINCOLN AVENUE EAST
LAWN TERRACE
20
20
40
SCALE : 1" = 20'
0
6
EXISTING CONDITIONS
PLAN
(LAWN TERRACE)
MATCHLINE 'A' - THIS SHEET
MATCHLINE 'A' - THIS SHEET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-BASE-LAWN-TERR
C\CDT071\Engineering\Site Plans\C-BASE-LAWN-TERR.dwg\C-6-EX. COND-LAWN TERR By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
N
S
E
W
NORTH
ELM STREET
PINE STREET
MANSION TERRACE
69+00
70+00
5+00
6+00
7+00
8+00
9+00
10+00
6" W
6" W
12" W
12" W
4+90
4+90
6" W
6" W
27.8'
28.1'
6" W
6" W
6" W
RELOCATE MONUMENT STREET SIGN
DETECTABLE WARNING
SURFACE (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
INLET, TYPE 'B' (TYP.)
RELOCATE STOP
SIGN (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
CURB RAMP TYPE 4. CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION - SEE
ADA CURB RAMP DETAILS, SHEET 29
(TYP. OF 8)
RELOCATE STOP SIGN (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB (TYP.)
INLET FILTER, TYPE 2, 2' X 4' (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MANHOLE, 4' DIAMETER (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING NEW CASTING
(TYP.)
REMOVAL OF PAVEMENT
EXCAVATION, UNCLASSIFIED
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
DENSE-GRADED AGGREGATE, 6" THICK
REGULATORY AND WARNING SIGN: PEDESTRIAN
CROSSING SIGN, W11-2 AND W16-7PL
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2 AND W16-7PL
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
MEET EXISTING SIDEWALK
(TYP.)
REMOVE EXISTING METAL COVER
D
15" HDPE
15" HDPE
18" HDPE
18" HDPE
6" W
LOM/LOP
CONCRETE REMOVAL (TYP.)
R15'
R15'
R5'
R15'
H
Y
D
H
Y
D
LINCOLN AVENUE EAST
MANSION TERRACE
1+00
2+00
3+00
4+00
4+90
28.1'
28.1'
INL
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
C
C
TO
RESET MANHOLE,
SANITARY SEWER, USING
NEW CASTING (TYP.)
INLET FILTER,
LIMIT OF DISTURBANCE (TYP.)
LOM/LOP
PEDESTRIAN C
H
Y
D
NORTH LEHIGH AVENUE
HAWTHORNE STREET
MANSION TERRACE
14+11
10+00
11+00
12+00
13+00
14+00
D
MANHOLE, 4' DIAMETER
(TYP.)
27.8'
28.3'
10+00
12" W
LOM/LOP
LIMIT OF DISTURBANCE (TYP.)
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING (TYP.)
INLET FILTER, TYPE 2, 2' X 4'
(TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO)
(TYP.)
D
18" HDPE
CORE DRILL TO EXISTING
INLET - PROVIDE
WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
LOM/LOP
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
CONCRETE SIDEWALK, 4" THICK
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-MANS-TERR
C\CDT071\Engineering\Site Plans\C-LAYT-MANS-TERR.dwg\C-7-DIM. PLAN-MANSION TERRACE By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(MANSION TERRACE)
7
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
MATCHLINE STA 70+00
SHEET 11
MATCHLINE STA 69+00
SHEET 11
MATCHLINE STA 4+90
THIS SHEET
MATCHLINE STA 10+00
THIS SHEET
MATCHLINE STA 10+00
THIS SHEET
MATCHLINE STA 4+90
THIS SHEET
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
H
Y
D
ELM STREET
BROAD STREET
18+90
24+70
71+00
72+00
71+45
72+50
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
6" W
6" W
6" W
6" W
6" W
6" W
24+70
28.3'
27.9'
18+90
6" W
6" W
D
D
15" HDPE
18" HDPE
18" HDPE
18" HDPE
15" HDPE
19+00
20+00
21+00
22+00
23+00
24+00
25+00
R15'
R15'
R5'
R15'
12" W
12" W
RELOCATE STOP SIGN (TYP.)
RELOCATE STOP SIGN (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
RELOCATE
MONUMENT
STREET SIGN
FLUSH CURB (TYP.)
LIMIT OF DISTURBANCE (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
CURB PIECE (NJDEP TYPE 'N' ECO)
(TYP.)
MANHOLE, 4'
DIAMETER (TYP.)
INLET FILTER, TYPE 2, 2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REMOVAL OF PAVEMENT
EXCAVATION, UNCLASSIFIED
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
DENSE-GRADED AGGREGATE, 6" THICK
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2
AND W16-7PL
CURB RAMP TYPE 4. CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION - SEE
ADA CURB RAMP DETAILS, SHEET 29
(TYP. OF 8)
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2
AND W16-7PL
MANHOLE, 4' DIAMETER (TYP.)
INLET, TYPE 'B' (TYP.)
MEET EXISTING SIDEWALK (TYP.)
REMOVE EXISTING METAL COVER
CORE DRILL TO EXISTING
MANHOLE - PROVIDE
WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
CONCRETE REMOVAL (TYP.)
LINCOLN AVENUE EAST
H
Y
D
BROAD STREET
18+90
27.8'
28'
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
15+00
16+00
17+00
18+00
RELOCATE STOP
LOM/LOP
LIMIT OF DISTURBANCE
(TYP.)
DETECTABL
SU
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
DEPRESSED CURB (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
REMOVE AND LEGALLY
DISPOSE EXISTING 4" PIPE
CURB RAMP TYP
REGULA
PEDEST
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA
(TYP.)
REMOVE AND LEGALLY
DISPOSE EXISTING 4" PIPE
REMOVE AND LEGALLY
DISPOSE EXISTING 4" PIPE
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET ASPHALT
DRIVEWAY (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
BROAD STREET
NORTH
LEHIGH AVE.
H
Y
D
24+70
27.6'
27+01
25+00
26+00
27+00
LIMIT OF DISTURBANCE (TYP.)
LOM/LOP
12" W
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
INLET FILTER,
TYPE 2, 2' X 4'
(TYP.)
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
CONCRETE SIDEWALK, 4" THICK
LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT PAVEMENT REPAIR
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-BROD-STRT
C\CDT071\Engineering\Site Plans\C-LAYT-BROD-STRT.dwg\C-8-DIM. PLAN-BROAD STREET By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(BROAD STREET)
8
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 18+90 THIS SHEET
MATCHLINE STA 24+70 THIS SHEET
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
MATCHLINE STA 24+70 THIS SHEET
MATCHLINE STA 72+50
SHEET 12
MATCHLINE STA 71+45
SHEET 11
MATCHLINE STA 18+90
THIS SHEET
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
H
Y
D
ELM STREET
STRATFORD TERRACE
34+00
35+00
36+00
37+00
38+00
39+00
74+00
75+00
33+90
33+90
39+10
39+10
27.7'
27.6'
28.1'
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
RELOCATE 'BLIND CHILD AREA' SIGN
12" W
12" W
RELOCATE STOP
SIGN (TYP.)
9" X 18" CONCRETE VERTICAL CURB (TYP.)
DETECTABLE WARNING SURFACE (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
LIMIT OF DISTURBANCE (TYP.)
RELOCATE STOP SIGN (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
RESET M
SEWER
CAST
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2 AND W16-7PL
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REMOVAL OF PAVEMENT
EXCAVATION, UNCLASSIFIED
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
DENSE-GRADED AGGREGATE, 6" THICK
CURB RAMP TYPE 4. CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND CONSTRUCTION - SEE ADA
CURB RAMP DETAILS, SHEET 29 (TYP. OF 8)
REGULATORY AND WARNING
SIGN: PEDESTRIAN CROSSING
SIGN, W11-2 AND W16-7PL
RELOCATE MONUMENT STREET SIGN
INLET FILTER, TYPE 2, 2' X 4' (TYP.)
MANHOLE, 4' DIAMETER (TYP.)
INLET FILTER,
TYPE 2, 2' X 4'
(TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
MANHOLE, 4' DIAMETER (TYP.)
FLUSH CURB (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING NEW CASTING
(TYP.)
REMOVE EXISTING METAL COVER
INLET, TYPE 'B' (TYP.)
D
D
18" HDPE
18" HDPE
18" HDPE
15" HDPE
18" HDPE
CORE DRILL TO EXISTING
INLET - PROVIDE
WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
CONCRETE REMOVAL (TYP.)
EX. TREE TO REMAIN
R15'
R15'
R15'
R5'
H
Y
D
LINCOLN AVENUE EA
STRATFORD TERRACE
30+00
31+00
32+00
33+00
33+90
27.7'
27.8'
DETECTABLE WARN
MEET
SIDEW
LIMIT OF DISTURBANCE (TYP.)
CONCRETE SIDEW
LOM/LOP
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
REGULA
PEDESTRIAN CROSSIN
RELOCATE MON
INLET FI
REMOV
NORTH LEHIGH AVENU
40+00
40+92
39+10
27.6'
LOM/LOP
LIMIT OF DISTURBANCE (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
12" W
CURB PIECE (NJDEP
TYPE 'N' ECO)
(TYP.)
INLET FILTER,
TYPE 2, 2' X 4'
(TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
CONCRETE SIDEWALK, 4" THICK
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5 M 64 SURFACE COURSE, 2" THICK
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-STRA-TERR
C\CDT071\Engineering\Site Plans\C-LAYT-STRA-TERR.dwg\C-9-DIM. PLAN-STRATFORD TERRACE By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(STRATFORD TERRACE)
9
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 33+90 THIS SHEET
MATCHLINE STA 74+00
SHEET 12
MATCHLINE STA 75+00
SHEET 12
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
MATCHLINE STA 39+10 THIS SHEET
MATCHLINE STA 39+10 THIS SHEET
MATCHLINE STA 33+90
THIS SHEET
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
D
LOM/LOP
H
Y
D
H
Y
D
H
Y
D
NORTH LEHIGH AVENUE
LAWN TERRACE
ELM STREET
28'
28'
77+00
78+00
49+00
50+00
51+00
52+00
53+00
54+00
54+83
77+50
76+50
77+00
78+00
49+10
49+10
28.3'
6" W
6" W
6" W
6" W
6" W
6" W
12" W
12" W
DETECTABLE WARNING SURFACE
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
RELOCATE STOP SIGN (TYP.)
RELOCATE 'BLIND
CHILD AREA' SIGN
RELOCATE SCHOOL ADVANCE
WARNING SIGN,
S1-1 & W16-9P
RELOCATE 'BIKE ROUTE' SIGN
RELOCATE STOP SIGN (TYP.)
RELOCATE MONUMENT
STREET SIGN
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
MEET EXISTING SIDEWALK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
LIMIT OF DISTURBANCE (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
12" W
CURB PIECE
(NJDEPTYPE 'N' ECO)
(TYP.)
INLET FILTER,
TYPE 2, 2' X 4'
(TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN,
W11-2 AND W16-7PL
TING
TYP.)
CURB RAMP TYPE 4. CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION - SEE ADA
CURB RAMP DETAILS, SHEET 29 (TYP. OF 6)
REMOVAL OF PAVEMENT
EXCAVATION, UNCLASSIFIED
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
DENSE-GRADED AGGREGATE, 6" THICK
INLET, TYPE 'B' (TYP.)
INLET FILTER, TYPE 2, 2' X 4' (TYP.)
REMOVE EXISTING METAL COVER
FLUSH CURB (TYP.)
D
MANHOLE, 4' DIAMETER (TYP.)
D
MANHOLE, 4' DIAMETER (TYP.)
24" HIGH DENSITY
POLYETHYLENE PIPE
24" HDPE
24" HDPE
15" HDPE
18" HDPE
CORE DRILL TO EXISTING
MANHOLE - PROVIDE
WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
CONCRETE REMOVAL (TYP.)
R15'
R15'
R15'
R7'
H
Y
D
LINCOLN AVENUE EAST
LAWN TERRACE
28'
28'
45+00
46+00
47+00
48+00
49+00
27.8'
49+10
DETECTABLE WARNING SURFA
(TYP.)
LIMIT OF DISTURBANCE (TYP.)
RELOC
CHILD
RELOCATE STOP SIGN (TY
RELOCATE MONUME
STREET SIG
CONCRETE SIDEWAL
4" THICK (TY
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
(TYP.)
TOPSOILING
FERTILIZING AND SEEDING, E
STRAW MULCH
MEET EXISTING
SIDEWALK (TYP.)
INLET, TYPE 'B' (TY
INLET FILTER, TYPE 2, 2' X 4' (TY
LOM/LOP
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
CONCRETE SIDEWALK, 4" THICK
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION, AS REQUIRED
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-LAWN-TERR
C\CDT071\Engineering\Site Plans\C-LAYT-LAWN-TERR.dwg\C-10-DIM. PLAN-LAWN TERRACE By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(LAWN TERRACE)
10
20
20
40
SCALE : 1" = 20'
0
MATCHLINE - STATION 49+10 - THIS SHEET
MATCHLINE STA 49+10
THIS SHEET
MATCHLINE STA 77+50
SHEET 12
MATCHLINE STA 76+50
SHEET 12
N
S
E
W
NORTH
N
S
E
W
NORTH
65+50
ELM STREET
H
Y
D
HIGH STREET
H
Y
D
60+00
61+00
62+00
63+00
64+00
65+00
90+00
28'
28'
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LOM/LOP
LOM/LOP
REMOVE AND LEGALLY
DISPOSE EXISTING 4" PIPE
DEPRESSED
CURB (TYP.)
6" W
12" W
6" W
6" W
6" W
12" W
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LIMIT OF DISTURBANCE (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET ASPHALT
DRIVEWAY (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2
AND W16-7PL
REGULATORY AND WARNING
SIGN: PEDESTRIAN CROSSING
SIGN, W11-2 AND W16-7PL
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
(BLUFF STREET)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK TYP.)
2-4"Y
6" W
6" W
2-4"Y
6" W
6" W
LOM/LOP
LOM/LOP
65+50
ELM STREET
66+00
67+00
68+00
69+00
28'
28'
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
71+45
ELM STREET
70+00
71+00
28'
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
CONCRETE SIDEWALK, 4" THICK
LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT PAVEMENT REPAIR
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-ELM-STRT
C\CDT071\Engineering\Site Plans\C-LAYT-ELM-STRT.dwg\C-11-ELM ST By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
.
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.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(ELM STREET)
(STA. 60+00 TO STA. 69+00)
(STA. 70+00 TO STA. 71+45)
11
MATCHLINE STA 65+50
THIS SHEET
MATCHLINE STA 65+50
THIS SHEET
MATCHLINE STA 69+00
SHEET 7
MATCHLINE STA 70+00
SHEET 7
MATCHLINE STA 71+45
SHEET 8
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE
COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE
HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR
DETAIL.
N
S
E
W
NORTH
MATCHLINE STA 90+58 SHEET 13
77+50
ELM STREET
EDGEBROOK PLACE
CENTENNIAL AVENUE
81+60
78+00
79+00
80+00
81+00
28'
28'
DETECTABLE
WARNING SURFACE
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LOM/LOP
LOM/LOP
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
RESET MANHOLE, SANITARY
SEWER, USING NEW
CASTING (TYP.)
12" W
CURB RAMP TYPE 6. CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND CONSTRUCTION
CONCRETE SIDEWALK, 4" THICK (TYP.)
CURB RAMP TYPE 6. CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB (TYP.)
MEET EXISTING SIDEWALK (TYP.)
6" W
6" W
LIMIT OF
DISTURBANCE (TYP.)
RELOCATE STREET SIGN MONUMENT
AS DIRECTED BY ENGINEER
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA
(TYP.)
76+50
ELM STREET
75+00
76+00
28.4'
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
72+50
ELM STREET
73+00
74+00
28'
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING (TYP.)
RESTORATION USING TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING
CONCRETE SIDEWALK, 4" THICK
LEGEND
HOT MIX ASPHALT DRIVEWAY, 6" THICK
HMA MILLING, 3" OR LESS, AND INSTALLATION OF HOT
MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT PAVEMENT REPAIR
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-ELM-STRT
C\CDT071\Engineering\Site Plans\C-LAYT-ELM-STRT.dwg\C-12-ELM ST By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(ELM STREET)
(STA. 72+50 TO STA. 74+00)
(STA. 75+00 TO STA. 76+50)
(STA. 77+50 TO CENTENNIAL AVENUE)
12
MATCHLINE - STATION 77+50 - SHEET 10
MATCHLINE - STATION 72+50 - SHEET 8
MATCHLINE - STATION 74+00 - SHEET 9
MATCHLINE - STATION 75+00 - SHEET 9
MATCHLINE - STATION 76+50 - SHEET 10
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE
COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE
HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR
DETAIL.
N
S
E
W
NORTH
BLUFF STREET
H
Y
D
RAHWAY RIVER
HIGH STREET
BLUFF STREET
RAHWAY RIVER
22'
22.3'
97+17
91+00
92+00
93+00
94+00
95+00
96+00
97+00
6" W
12" W
6" W
2-4"Y
LOM/LOP
CURB PIECE (NJDOT
TYPE 'N' ECO)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
LOM/LOP
6" W
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LIMIT OF DISTURBANCE (TYP.)
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA
(TYP.)
MEET ASPHALT
DRIVEWAY (TYP.)
REGULATORY AND WARNING SIGN:
PEDESTRIAN CROSSING SIGN, W11-2
AND W16-7PL
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT
DRIVEWAY, 6" THICK TYP.)
LOM/LOP
LOM/LOP
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-ELM-STRT
C\CDT071\Engineering\Site Plans\C-LAYT-ELM-STRT.dwg\C-13-DIM.PLAN ALT. A By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
ALTERNATE A
(BLUFF STREET)
13
20
20
40
SCALE : 1" = 20'
0
SOIL EROSION & SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION
TESTING AND REMEDIATION AS IT IS LOCATED IN AN
URBAN REDEVELOPMENT AREA
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE
COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE
HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR
DETAIL.
N
S
E
W
NORTH
MATCHLINE STA 90+58 SHEET 11
H
Y
D
H
Y
D
LINCOLN AVENUE EAST
MANSION TERRACE
G 65.76
EG 65.76
G 62.00
EG 62.08
G 60.58
EG 60.63
G 60.24
EG 60.31
G 61.00
EG 61.17
G 63.66
EG 63.66
G 67.68
EG 67.68
1+00
2+00
3+00
4+00
60
65
61
62
63
64
66
67
68
60
65
61
62
63
64
66
67
68
LOM/LOP
MEET EXISTING
GRADES
PROFILE OF MANSION TERRACE CENTERLINE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
45
50
55
60
65
70
75
1+00
68. 0
68.90
67.68
67.68
2+00
65.76
65.76
63.66
63.66
3+00
62.08
62.00
61.17
61.00
4+00
60.63
60.58
60.31
60.24
4+90
60.0
59.97
PROPOSED GRADE
0.94%
3.62%
4.21%
0.68%
GBS: 1+00.00
GBE: 68.90
LOW POINT ELEV = 60.76
LOW POINT STA = 3+74.22
PVI STA: 3+07.92
PVI ELEV: 61.21
K: 37.54
LVC: 132.54
BVCS: 2+41.68
BVCE: 64.00
EVCS: 3+74.22
EVCE: 60.76
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-MANS
C\CDT071\Engineering\Site Plans\C-GRAD-MANS.dwg\C-14_STA 1+00 - STA 4+90 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(MANSION TERRACE)
STA. 1+00 TO STA. 4+90
14
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 4+90 SHEET 15
GRADING PLAN - MANSION TERRACE
STA 1+00 - STA 4+90
N
S
E
W
NORTH
H
Y
D
ELM STREET
PINE STREET
MANSION TERRACE
MANSION TERRACE
D
MANHOLE, 4' DIAMETER
(TYP.)
G 59.90
EG 60.02
G 59.24
EG 59.23
G 58.58
EG 58.47
G 57.92
EG 57.75
G 57.26
EG 56.99
G 56.59
EG 56.40
G 56.26
EG 56.22
G 56.93
EG 56.61
G 57.59
EG 57.36
G 58.25
EG 58.14
G 58.91
EG 58.85
G 59.83
EG 59.78
TC 59.18
BC 59.18
EG 59.06
TC 59.14
BC 59.14
EG 59.33
TC 59.02
BC 59.02
EG 59.14
TC 58.73
BC 58.73
EG 58.66
TC 58.93
BC 58.93
EG 58.94
TC 59.14
BC 59.14
EG 59.14
TC 59.25
BC 59.25
EG 59.17
D
D
471 L.F. 18" HDPE @
1.20% (P-20)
MH (S-19)
RIM: 59.03
INV.(IN): 56.38 (P-19)
INV.(IN): 56.38 (P-18)
INV.(IN): 56.13 (P-17)
INV.(OUT): 56.13 (P-20)
INLET, TYPE 'B' (S-18)
TC: 59.09
GR: 58.93
INV.(OUT): 56.50 (P-19)
INLET, TYPE 'B' (S-16)
TC: 59.20
GR: 59.03
INV.(OUT): 56.36 (P-17)
MH (S-20)
RIM: 55.82
INV.(IN): 50.48 (P-20)
INV.(OUT): 50.48 (P-21)
42 L.F. 15" HDPE @
0.50% (P-18)
12 L.F. 15" HDPE @
1.04% (P-19)
33 L.F. 18" HDPE @
0.71% (P-17)
INLET, TYPE 'B' (S-17)
TC: 59.58
GR: 59.41
INV.(OUT): 56.59 (P-18)
TC 59.56
BC 59.56
EG 59.39
5+00
6+00
7+00
8+00
9+00
10+00
11+00
57
58
59
59
TEST PIT OVER
EXISTING UTILITY LINE
(TYP.)
TEST PIT OVER
EXISTING UTILITY L
(TYP.)
TEST PIT OVER
EXISTING UTILITY LINE
(TYP.)
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
LOM/LOP
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
PROFILE OF MANSION TERRACE CENTERLINE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
45
50
55
60
65
70
75
4+90
60.09
59.97
5+00
60.02
59.90
59.78
59.83
6+00
59.23
59.24
58.85
58.91
7+00
58.47
58.58
58.14
58.25
8+00
57.75
57.92
57.36
57.59
9+00
56.99
57.26
56.61
56.93
10+00
56.40
56.59
56.21
56.26
10+90
55.89
56.00
471 L.F. 18" HDPE @ 1.20% (P-20)
MH (S-20)
RIM: 55.82
INV IN: 50.48 (P-20)
INV OUT: 50.48 (P-21)
PROPOSED GRADE
INLET, TYPE 'B' (S-16)
GR: 59.03
INV OUT: 56.36 (P-17)
2.80%
3.87%
0.66%
GBS: 5+42.35
GBE: 59.61
MH (S-19)
RIM: 59.03
INV IN: 56.38 (P-19)
INV IN: 56.38 (P-18)
INV IN: 56.13 (P-17)
INV OUT: 56.13 (P-20)
33 L.F. 18" HDPE @
0.71% (P-17)
MH (S-19)
RIM: 59.03
INV IN: 56.38 (P-19)
INV IN: 56.38 (P-18)
INV IN: 56.13 (P-17)
INV OUT: 56.13 (P-20)
MH (S-19)
RIM: 59.03
INV IN: 56.38 (P-19)
INV IN: 56.38 (P-18)
INV IN: 56.13 (P-17)
INV OUT: 56.13 (P-20)
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-MANS
C\CDT071\Engineering\Site Plans\C-GRAD-MANS.dwg\C-15_STA 4+90 - STA 10+90 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
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.
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(MANSION TERRACE)
STA. 4+90 TO STA. 10+90
15
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 4+90 SHEET 14
GRADING PLAN - MANSION TERRACE
STA 4+90 - STA 10+90
MATCHLINE STA 10+90 SHEET 15
N
S
E
W
NORTH
NOTES:
1.
EXISTING GAS MAIN TO BE RETIRED IN-PLACE BY ELIZABETHTOWN GAS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF THE ABANDONED GAS PIPES PRIOR TO CONSTRUCTION OF DRAINAGE IMPROVEMENTS.
2.
TEST PIT LOCATIONS DEPICTED ON THE CONSTRUCTION PLANS ARE TO CONFIRM THE COVER OVER EXISTING UTILITIES OR TO CHECK HORIZONTAL AND VERTICAL CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL SUBMIT TEST PIT RESULTS TO THE ENGINEER PRIOR TO CONSTRUCTION TO CONFIRM SUFFICIENT COVER OVER EXISTING UTILITIES AND CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER 5 BUSINESS DAYS TO REVIEW THE TEST PIT RESULTS.
NORTH LEHIGH AVENUE
HAWTHORNE STREET
ON TERRACE
G 55.93
EG 55.88
G 55.77
EG 55.84
G 56.87
EG 56.88
G 57.43
EG 57.46
G 56.25
EG 56.26
G 55.67
EG 55.80
CONNECT TO EXISTING 'B' INLET
INV IN: 48.69 P-21
143 L.F. 18" HDPE @
1.25% (P-21)
55
56
56
57
14+11
11+00
12+00
13+00
14+00
LOM/LOP
MEET EXISTING
GRADES
TEST PIT OVER
EXISTING UTILITY LINE
(TYP.)
LOM/LOP
PROFILE OF MANSION TERRACE CENTERLINE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
45
50
55
60
65
70
75
10+90
55.8
56.00
11+00
55.88
55.93
12+00
55.84
55.77
13+00
56.88
56.87
14+00
58.
58.11
14+10.50
58.4
58.42
55.80
55.67
56.26
56.25
57.46
57.43
143 L.F. 18" HDPE @ 1.25% (P-21)
INV IN: 48.69 (P-21)
PROPOSED GRADE
2.97%
1.24%
0.82%
GBS: 13+35.01
GBE: 57.30
GBS: 14+10.50
GBE: 58.42
LOW POINT ELEV = 55.66
LOW POINT STA = 11+62.68
PVI STA: 11+80.91
PVI ELEV: 55.40
K: 63.42
LVC: 120.29
BVCS: 11+20.76
BVCE: 55.80
EVCS: 12+41.05
EVCE: 56.14
LP ELEV
55.66
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-MANS
C\CDT071\Engineering\Site Plans\C-GRAD-MANS.dwg\C-16_STA 10+90 - STA 14+11 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(MANSION TERRACE)
STA. 10+90 TO STA. 14+11
16
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 10+90 SHEET 15
GRADING PLAN - MANSION TERRACE
STA 10+90 - STA 14+11
N
S
E
W
NORTH
LINCOLN AVENUE EAST
H
Y
D
BROAD STREET
15+00
16+00
17+00
18+00
G 70.87
EG 70.84
G 69.29
EG 69.31
G 67.61
EG 67.70
G 65.94
EG 65.98
G 64.27
EG 64.27
G 62.69
EG 62.63
G 61.60
EG 61.60
65
70
61
62
63
64
66
67
68
69
71
65
70
61
62
63
64
66
67
68
69
71
TC 64.61
BC 64.49
TC 64.07
BC 63.94
TC 63.94
BC 63.81
TC 62.44
BC 62.32
TC 61.01
BC 60.89
TC 60.65
BC 60.53
TC 62.38
BC 62.26
LOM/LOP
MEET EXISTING
GRADES
PROFILE OF PROPOSED STORMWATER SEWER ON BROAD STREET (S-11 - ES18)
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
50
55
60
65
70
75
80
50
55
60
65
70
75
80
15+00
71.97
70.84
70.87
16+00
69.31
69.29
67.70
67.61
17+00
65.98
65.94
64.27
64.27
18+00
62.63
62.69
61.60
61.60
18+90
60.99
61.04
PROPOSED GRADE
1.68%
1.61%
3.09%
3.26%
3.35%
GBS: 15+00.03
GBE: 71.96
GBS: 17+57.95
GBE: 64.00
GBS: 18+72.28
GBE: 61.24
HIGH POINT ELEV = 71.71
HIGH POINT STA = 15+14.80
PVI STA: 15+32.38
PVI ELEV: 71.42
K: 25.00
LVC: 35.15
BVCS: 15+14.80
BVCE: 71.71
EVCS: 15+49.95
EVCE: 70.88
LOW POINT ELEV = 61.60
LOW POINT STA = 18+50
PVI STA: 18+13.36
PVI ELEV: 62.19
K: 44.47
LVC: 73.27
BVCS: 17+76.73
BVCE: 63.39
EVCS: 18+50.00
EVCE: 61.60
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-BROD
C\CDT071\Engineering\Site Plans\C-GRAD-BROD.dwg\C-17_STA 15+00 - STA 18+90 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(BROAD STREET)
STA. 15+00 TO STA. 18+90
17
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 18+90 SHEET 18
GRADING PLAN - BROAD STREET
STA 15+00 - STA 18+90
N
S
E
W
NORTH
H
Y
D
H
Y
D
ELM STREET
BROAD STREET
19+00
20+00
21+00
22+00
23+00
24+00
25+00
INLET, TYPE 'B' (S-11)
TC: 60.74
GR: 60.07
INV.(OUT): 57.69 (P-12)
INLET, TYPE 'B' (S-12)
TC: 60.66
GR: 59.99
INV.(IN): 57.51 (P-12)
INV.(OUT): 57.26 (P-13)
37 L.F. 15" HDPE @ 0.50% (P-12)
D
MH (S-13)
RIM: 61.57
INV.(IN): 57.11 (P-13)
INV.(IN): 57.15 (P-16)
INV.(OUT): 57.11 (P-14)
30 L.F. 18" HDPE @
0.50% (P-13)
D
407 L.F. 18" HDPE @ 1.18% (P-14)
72 L.F. 18" HDPE @ 1.20% (P-15)
INLET, TYPE 'B' (S-15)
TC: 60.25
GR: 60.09
INV.(OUT): 57.40 (P-16)
41 L.F. 15" HDPE @
0.60% (P-16)
G 60.92
EG 60.90
G 60.57
EG 60.56
G 60.25
EG 60.25
G 59.86
EG 59.86
G 59.40
EG 59.43
G 58.94
EG 58.99
G 58.49
EG 58.50
G 58.07
EG 58.07
G 57.80
EG 57.79
G 57.39
EG 57.39
G 57.02
EG 57.11
G 56.85
EG 56.85
60
57
58
59
60
57
58
59
TC 60.16
BC 60.16
EG 60.11
TC 60.15
BC 60.15
EG 60.10
TC 60.11
BC 60.11
EG 60.17
TC 60.19
BC 60.19
EG 60.18
TC 59.88
BC 59.88
EG 59.85
TC 59.86
BC 59.86
EG 59.84
MH (S-14)
RIM: 56.43
INV.(IN): 52.30 (P-14)
INV.(OUT): 52.30 (P-15)
CONNECT TO EXISTING MH
INV.(IN): 51.44 (P-15)
TEST PIT OVER
EXISTING UTILITY LINE
(TYP.)
TEST PIT OVER
EXISTING
UTILITY LINE
(TYP.)
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
TC 60.02
BC 60.02
EG 60.00
TC 59.97
BC 59.97
EG 59.92
PROFILE OF PROPOSED STORMWATER SEWER ON BROAD STREET (S-11 - ES18)
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
18+90
60.99
61.04
19+00
60.89
60.93
60.56
60.57
20+00
60.25
60.25
59.86
59.86
21+00
59.43
59.40
58.99
58.94
22+00
58.50
58.49
58.07
58.07
23+00
57.79
57.80
57.39
57.39
24+00
57.11
57.02
56.85
56.85
24+70
56.82
56.84
PROPOSED GRADE
INLET, TYPE 'B' (S-15)
GR: 60.09
INV OUT: 57.40 (P-16)
MH (S-13)
RIM: 61.57
INV IN: 57.11 (P-13)
INV IN: 57.15 (P-16)
INV OUT: 57.11 (P-14)
MH (S-14)
RIM: 56.43
INV IN: 52.30 (P-14)
INV OUT: 52.30 (P-15)
72 L.F. 18" HDPE @ 1.20% (P-15)
407 L.F. 18" HDPE @ 1.18% (P-14)
INV. IN: 51.44 (P-15)
41 L.F. 15" HDPE @
0.60% (P-16)
0.84%
0.54%
1.32%
1.33%
1.14%
0.67%
0.92%
0.94%
GBS: 20+27.02
GBE: 60.07
GBS: 21+90.56
GBE: 58.57
GBS: 23+14.91
GBE: 57.72
LOW POINT ELEV = 56.84
LOW POINT STA = 24+67.09
PVI STA: 24+44.30
PVI ELEV: 56.51
K: 125.17
LVC: 188.54
BVCS: 23+50.03
BVCE: 57.39
LP ELEV
56.84
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-BROD
C\CDT071\Engineering\Site Plans\C-GRAD-BROD.dwg\C-18_STA 18+90 - STA 24+70 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(BROAD STREET)
STA. 18+90 TO STA. 24+70
18
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 18+90 SHEET 17
GRADING PLAN - BROAD STREET
STA 18+90 - STA 24+70
MATCHLINE STA 24+70 SHEET 19
N
S
E
W
NORTH
NOTES:
1.
EXISTING GAS MAIN TO BE RETIRED IN-PLACE BY ELIZABETHTOWN GAS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF THE ABANDONED GAS PIPES PRIOR TO CONSTRUCTION OF DRAINAGE IMPROVEMENTS.
2.
TEST PIT LOCATIONS DEPICTED ON THE CONSTRUCTION PLANS ARE TO CONFIRM THE COVER OVER EXISTING UTILITIES OR TO CHECK HORIZONTAL AND VERTICAL CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL SUBMIT TEST PIT RESULTS TO THE ENGINEER PRIOR TO CONSTRUCTION TO CONFIRM SUFFICIENT COVER OVER EXISTING UTILITIES AND CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER 5 BUSINESS DAYS TO REVIEW THE TEST PIT RESULTS.
BROAD STREET
NORTH
LEHIGH AVE.
H
Y
D
27+01
25+00
26+00
27+00
G 56.88
EG 56.87
G 57.11
EG 57.11
G 57.29
EG 57.30
G 57.33
EG 57.34
57
57
LOM/LOP
MEET EXISTING
GRADES
PROFILE OF PROPOSED STORMWATER SEWER ON BROAD STREET (S-11 - ES18)
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
24+70
56.8
56.84
25+00
56.87
56.88
57.11
57.11
26+00
57.30
57.29
57.34
57.33
27+00
57.71
57.70
27+01
57.73
57.73
PROPOSED GRADE
0.07%
0.06%
1.89%
4.02%
0.57%
GBS: 25+79.10
GBE: 57.28
GBS: 26+81.43
GBE: 57.35
LOW POINT ELEV = 56.84
LOW POINT STA = 24+67.09
PVI STA: 24+44.30
PVI ELEV: 56.51
K: 125.17
LVC: 188.54
EVCS: 25+38.56
EVCE: 57.04
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-BROD
C\CDT071\Engineering\Site Plans\C-GRAD-BROD.dwg\C-19_STA 24+70 - STA 27+01 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(BROAD STREET)
STA. 24+70 TO STA. 27+01
19
MATCHLINE STA 24+70 SHEET 18
GRADING PLAN - BROAD STREET
STA 24+70 - STA 27+01
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
H
Y
D
LINCOLN AVENUE EAST
STRATFORD TERRACE
G 71.81
EG 71.80
30+00
31+00
32+00
33+00
G 70.82
EG 70.76
G 69.81
EG 69.62
G 68.39
EG 68.28
G 66.52
EG 66.52
G 64.62
EG 64.63
65
70
63
64
66
67
68
69
71
72
65
70
63
64
66
67
68
69
71
72
LOM/LOP
MEET EXISTING
GRADES
PROFILE OF PROPOSED STORMWATER SEWER ON STRATFORD TERRACE (S-6 - ES23)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
45
50
55
60
65
70
75
80
85
45
50
55
60
65
70
75
80
85
0.84%
1.98%
1.96%
3.80%
HIGH POINT ELEV = 70.06
HIGH POINT STA = 31+88.58
PVI STA: 32+26.77
PVI ELEV: 69.30
K: 42.04
LVC: 76.39
BVCS: 31+88.58
BVCE: 70.06
EVCS: 32+64.97
EVCE: 67.85
30+00
73.53
73.53
72.79
72.79
31+00
71.80
71.81
70.76
70.82
32+00
69.62
69.81
68.28
68.39
33+00
66.52
66.52
64.63
64.62
33+90
63.07
63.17
GBS: 30+00.00
GBE: 73.53
GBS: 31+29.40
GBE: 71.23
GBS: 33+59.12
GBE: 64.27
PROPOSED GRADE
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-STRA
C\CDT071\Engineering\Site Plans\C-GRAD-STRA.dwg\C-20_STA 30+00 - STA 33+90 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(STRATFORD TERRACE)
STA. 30+00 TO STA. 33+90
20
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 33+90 SHEET 21
GRADING PLAN - STRATFORD TERRACE
STA 30+00 - STA 33+90
N
S
E
W
NORTH
H
Y
D
ELM STREET
STRATFORD TERRACE
TC 61.26
BC 61.26
EG 61.33
34+00
35+00
36+00
37+00
38+00
39+00
G 62.82
EG 62.75
G 61.37
EG 61.35
G 60.82
EG 60.85
G 60.25
EG 60.28
G 59.72
EG 59.72
G 59.27
EG 59.27
G 58.91
EG 58.92
G 58.58
EG 58.59
G 58.49
EG 58.49
G 58.19
EG 58.18
G 58.40
EG 58.42
G 58.35
EG 58.36
TC 61.07
BC 61.07
EG 61.04
TC 61.04
BC 61.04
EG 61.01
TC 60.51
BC 60.51
EG 60.40
TC 60.60
BC 60.60
EG 60.47
TC 61.02
BC 61.02
EG 61.00
TC 60.82
BC 60.82
EG 60.90
62
58
58
62
61
61
INLET, TYPE 'B' (S-6)
TC: 61.06
GR: 60.90
INV.(OUT): 58.55 (P-7)
INLET, TYPE 'B' (S-7)
TC: 60.99
GR: 60.82
INV.(IN): 58.20 (P-7)
INV.(OUT): 58.20 (P-8)
37 L.F. 18" HDPE @
0.95% (P-7)
MH (S-8)
RIM: 60.86
INV.(IN): 57.90 (P-8)
INV.(IN): 58.10 (P-11)
INV.(OUT): 57.90 (P-9)
29 L.F. 18" HDPE @
1.00% (P-8)
D
MH (S-9)
RIM: 58.16
INV.(IN): 54.43 (P-9)
INV.(OUT): 54.43 (P-10)
302 L.F. 18" HDPE @ 1.15% (P-9)
D
INLET, TYPE 'B' (S-10)
TC: 61.34
GR: 61.17
INV.(OUT): 58.40 (P-11)
38 L.F. 15" HDPE @
0.80% (P-11)
61
60
59
60
59
CONNECT TO EXISTING 'B' INLET
INV IN: 53.53 P-10
78 L.F. 18" HDPE @
1.15% (P-10)
TC 61.39
BC 61.39
EG 61.46
TEST PIT OVER
EXISTING UTILITY LINE
(TYP.)
TEST PIT OVER
EXISTING UTILITY
LINE (TYP.)
TEST PIT OVER EXISTING
UTILITY LINE (TYP.)
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
PROFILE OF PROPOSED STORMWATER SEWER ON STRATFORD TERRACE (S-6 - ES23)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
33+90
63.07
63.17
34+00
62.75
62.82
61.35
61.37
35+00
60.85
60.82
60.28
60.25
36+00
59.72
59.72
59.27
59.27
37+00
58.92
58.91
58.59
58.58
38+00
58.49
58.49
58.18
58.19
39+00
58.42
58.40
39+10
58.42
58.39
MH (S-8)
RIM: 60.86
INV IN: 57.90 (P-8)
INV IN: 58.10 (P-11)
INV OUT: 57.90 (P-9)
MH (S-9)
RIM: 58.16
INV IN: 54.43 (P-9)
INV OUT: 54.43 (P-10)
37 L.F. 18" HDPE @ 0.95% (P-7)
29 L.F. 18" HDPE @
1.00% (P-8)
78 L.F. 18" HDPE @ 1.15% (P-10)
INLET, TYPE 'B' (S-10)
GR: 61.17
INV OUT: 58.40 (P-11)
MH (S-9)
RIM: 58.16
INV IN: 54.43 (P-9)
INV OUT: 54.43 (P-10)
MH (S-8)
RIM: 60.86
INV IN: 57.90 (P-8)
INV IN: 58.10 (P-11)
INV OUT: 57.90 (P-9)
PROPOSED GRADE
GBS: 37+67.80
GBE: 58.47
GBS: 38+88.13
GBE: 58.41
GBS: 34+70.22
GBE: 61.17
GBS: 35+85.16
GBE: 59.85
0.90%
0.66%
0.07%
1.75%
1.11%
0.80%
1.75%
1.14%
3.55%
INV. IN: 54.38 (P-10)
302 L.F. 18" HDPE @ 1.15% (P-9)
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-STRA
C\CDT071\Engineering\Site Plans\C-GRAD-STRA.dwg\C-21_STA 33+90 - STA 39+10 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(STRATFORD TERRACE)
STA. 33+90 TO STA. 39+10
21
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 33+90 SHEET 20
GRADING PLAN - STRATFORD TERRACE
STA 33+90 - STA 39+10
MATCHLINE STA 39+10 SHEET 22
N
S
E
W
NORTH
NOTES:
1.
EXISTING GAS MAIN TO BE RETIRED IN-PLACE BY ELIZABETHTOWN GAS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF THE ABANDONED GAS PIPES PRIOR TO CONSTRUCTION OF DRAINAGE IMPROVEMENTS.
2.
TEST PIT LOCATIONS DEPICTED ON THE CONSTRUCTION PLANS ARE TO CONFIRM THE COVER OVER EXISTING UTILITIES OR TO CHECK HORIZONTAL AND VERTICAL CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL SUBMIT TEST PIT RESULTS TO THE ENGINEER PRIOR TO CONSTRUCTION TO CONFIRM SUFFICIENT COVER OVER EXISTING UTILITIES AND CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER 5 BUSINESS DAYS TO REVIEW THE TEST PIT RESULTS.
NORTH LEHIGH AVENU
40+00
40+92
G 58.35
EG 58.36
G 58.30
EG 58.26
G 58.25
EG 58.24
LOM/LOP
MEET EXISTING
GRADES
PROFILE OF PROPOSED STORMWATER SEWER ON STRATFORD TERRACE (S-6 - ES23)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
39+10
58.42
58.39
58.36
58.35
40+00
58.26
58.30
58.24
58.25
40+92
58. 8
58.97
GBS: 40+59.47
GBE: 58.24
3.74%
0.10%
0.02%
PROPOSED GRADE
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-STRA
C\CDT071\Engineering\Site Plans\C-GRAD-STRA.dwg\C-22_STA 39+10 - STA 40+92 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(STRATFORD TERRACE)
STA. 39+10 TO STA. 40+92
22
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STATION 39+10 SHEET 21
GRADING PLAN - STRATFORD TERRACE
STA 39+10 - STA 40+92
N
S
E
W
NORTH
H
Y
D
LINCOLN AVENUE EAST
LAWN TERRACE
45+00
46+00
47+00
48+00
49+00
G 74.76
EG 74.73
G 75.47
EG 75.48
G 71.88
EG 71.88
G 69.89
EG 69.90
G 67.95
EG 67.96
G 66.13
EG 66.13
G 64.47
EG 64.46
G 73.58
EG 73.57
MEET EXISTING
GRADES
75
75
65
70
66
67
68
69
71
72
73
74
LOM/LOP
65
70
64
66
67
68
69
71
72
73
74
PROFILE OF LAWN TERRACE CENTERLINE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
45
50
55
60
65
70
75
80
85
50
55
60
65
70
75
80
85
0.91%
3.64%
3.99%
1.28%
HIGH POINT ELEV = 75.17
HIGH POINT STA = 45+73.55
PVI STA: 46+38.41
PVI ELEV: 74.34
K: 47.88
LVC: 129.67
BVCS: 45+73.55
BVCE: 75.17
EVCS: 47+03.22
EVCE: 71.76
45+00
75.66
76.00
75.48
75.47
46+00
74.73
74.76
73.57
73.58
47+00
71.88
71.88
69.90
69.89
48+00
67.96
67.95
66.13
66.13
49+00
64.46
64.47
49+10
64.
64.22
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-LAWN
C\CDT071\Engineering\Site Plans\C-GRAD-LAWN.dwg\C-23_STA 45+00 - STA 49+10 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(LAWN TERRACE)
STA. 45+00 TO STA. 49+10
23
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 49+10 SHEET 24
GRADING PLAN - LAWN TERRACE
STA 45+00 - STA 49+10
N
S
E
W
NORTH
D
H
Y
D
H
Y
D
H
Y
D
NORTH LEHIGH AVENUE
LAWN TERRACE
ELM STREET
INLET, TYPE 'B' (S-2)
TC: 62.99
GR: 62.82
INV.(IN): 59.64 (P-1)
INV.(OUT): 59.14 (P-2)
D
MH (S-3)
RIM: 63.03
INV.(IN): 58.95 (P-2)
INV.(IN): 59.70 (P-6)
INV.(OUT): 58.95 (P-3)
25 L.F. 24" HDPE @
0.77% (P-2)
MH (S-4)
RIM: 61.21
INV.(IN): 57.63 (P-3)
INV.(OUT): 57.63 (P-5)
175 L.F. 24" HDPE @ 0.76% (P-3)
CONNECT TO EXISTING MH
INV.(IN): 55.88 (P-5)
175 L.F. 24" HDPE @ 1.00% (P-5)
LP: 60.55
54+83
50+00
51+00
52+00
53+00
54+00
INLET, TYPE 'B' (S-5)
TC: 63.38
GR: 63.21
INV.(OUT): 60.30 (P-6)
INLET, TYPE 'B' (S-1)
TC: 63.32
GR: 63.16
INV.(OUT): 59.99 (P-1)
38 L.F. 15" HDPE @
1.58% (P-6)
35 L.F. 18" HDPE @
1.00% (P-1)
G 63.61
EG 63.59
G 62.93
EG 62.91
G 62.44
EG 62.40
G 61.98
EG 61.97
G 61.64
EG 61.55
G 61.31
EG 61.22
G 60.98
EG 60.96
G 60.65
EG 60.87
G 60.70
EG 60.84
G 61.15
EG 61.15
G 61.31
EG 61.33
TC 63.78
BC 63.28
EG 63.67
TC 63.42
BC 63.42
EG 63.21
TC 63.47
BC 63.47
EG 63.33
TC 62.99
BC 62.99
EG 62.94
TC 62.81
BC 62.81
EG 62.85
TC 62.71
BC 62.71
EG 62.60
TC 62.64
BC 62.64
EG 62.64
TC 63.72
BC 63.22
EG 63.03
64
62
63
62
63
63
61
61
61
61
D
LOM/LOP
MEET EXISTING
GRADES
G 63.41
EG 63.41
G 63.29
EG 63.30
TEST PIT OVER EXISTING
UTILITY LINE (TYP.)
TEST PIT OVER
EXISTING UTILITY
LINE (TYP.)
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
FOR LIMITS OF MILLING & PAVING
ON ELM STREET, SEE ELM STREET
DIMENSION PLANS
PROFILE OF LAWN TERRACE CENTERLINE ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
75
80
45
50
55
60
65
70
75
80
GBS: 50+13.29
GBE: 62.77
GBS: 51+34.57
GBE: 61.67
GBS: 52+65.15
GBE: 60.89
GBS: 54+05.53
GBE: 61.20
GBS: 54+82.65
GBE: 61.60
0.19%
1.66%
1.62%
2.44%
2.47%
0.96%
0.89%
0.66%
GBS: 50+96.23
GBE: 62.00
GBS: 54+09.40
GBE: 61.23
GBS: 54+82.65
GBE: 61.66
LOW POINT ELEV = 60.55
LOW POINT STA = 53+22.88
PVI STA: 53+25.57
PVI ELEV: 60.48
K: 23.59
LVC: 36.55
BVCS: 53+07.29
BVCE: 60.61
EVCS: 53+43.85
EVCE: 60.65
LP ELEV
60.55
LOW POINT ELEV = 63.05
LOW POINT STA = 49+86.78
PVI STA: 49+75.34
PVI ELEV: 63.16
K: 15.21
LVC: 22.89
BVCS: 49+63.89
BVCE: 63.45
EVCS: 49+86.78
EVCE: 63.05
49+10
64.22
64.22
63.50
63.52
50+00
62.91
62.93
62.40
62.44
51+00
61.97
61.98
61.55
61.64
52+00
61.22
61.31
60.96
60.98
53+00
60.87
60.65
60.84
60.70
54+00
61.15
61.15
61.33
61.31
54+83
175 L.F. 24" HDPE @ 0.76% (P-3)
175 L.F. 24" HDPE @ 1.00% (P-5)
MH (S-4)
RIM: 61.21
INV IN: 57.63 (P-3)
INV OUT: 57.63 (P-5)
175 L.F. 24" HDPE @ 0.76% (P-3)
175 L.F. 24" HDPE @ 1.00% (P-5)
MH (S-4)
RIM: 61.21
INV IN: 57.63 (P-3)
INV OUT: 57.63 (P-5)
175 L.F. 24" HDPE @ 0.76% (P-3)
175 L.F. 24" HDPE @ 1.00% (P-5)
MH (S-4)
RIM: 61.21
INV IN: 57.63 (P-3)
INV OUT: 57.63 (P-5)
INLET, TYPE 'B' (S-5)
GR: 63.21
INV OUT: 60.30 (P-6)
38 L.F. 15" HDPE @ 1.58% (P-6)
MH (S-3)
RIM: 63.03
INV IN: 58.95 (P-2)
INV IN: 59.70 (P-6)
INV OUT: 58.95 (P-3)
STA:49+43.31
ELEV:63.41
STA:49+70.84
ELEV:63.29
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED BOTTOM OF CURB ELEVATION
EXISTING GRADE ELEVATION
(PROVIDED FOR REFERENCE AND CLARITY)
G 29.55
TC 30.00
BC 29.50
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-LAWN
C\CDT071\Engineering\Site Plans\C-GRAD-LAWN.dwg\C-24_STA 49+10 - STA 54+83 By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRADING & DRAINAGE PLAN
(LAWN TERRACE)
STA. 49+10 TO STA. 54+83
24
20
20
40
SCALE : 1" = 20'
0
MATCHLINE STA 49+10 SHEET 23
GRADING PLAN - LAWN TERRACE
STA 49+10 - STA 54+83
N
S
E
W
NORTH
NOTES:
1.
EXISTING GAS MAIN TO BE RETIRED IN-PLACE BY ELIZABETHTOWN GAS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF THE ABANDONED GAS PIPES PRIOR TO CONSTRUCTION OF DRAINAGE IMPROVEMENTS.
2.
TEST PIT LOCATIONS DEPICTED ON THE CONSTRUCTION PLANS ARE TO CONFIRM THE COVER OVER EXISTING UTILITIES OR TO CHECK HORIZONTAL AND VERTICAL CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL SUBMIT TEST PIT RESULTS TO THE ENGINEER PRIOR TO CONSTRUCTION TO CONFIRM SUFFICIENT COVER OVER EXISTING UTILITIES AND CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED FACILITIES.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER 5 BUSINESS DAYS TO REVIEW THE TEST PIT RESULTS.
40
45
50
55
60
65
40
45
50
55
60
65
0+00
59.88
58.95
58.88
0+60.85
59.49
MH (S-19)
RIM: 59.03
INV IN: 56.38 (P-19)
INV IN: 56.38 (P-18)
INV IN: 56.13 (P-17)
INV OUT: 56.13 (P-20)
12 L.F. 15" HDPE @
1.04% (P-19)
INLET, TYPE 'B' (S-18)
GR: 58.93
INV OUT: 56.50 (P-19)
INLET, TYPE 'B' (S-17)
GR: 59.41
INV OUT: 56.59 (P-18)
42 L.F. 15" HDPE @
0.50% (P-18)
PROFILE OF PROPOSED STORMWATER SEWER ON MANSION TERRACE (S-16 - S-20)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
40
45
50
55
60
65
1+00
59.89
58.98
58.91
2+00
58.54
58.53
58.20
58.19
3+00
57.90
57.88
57.45
57.46
4+00
57.00
57.06
56.62
56.62
5+00
56.29
56.35
55.99
56.10
6+00
55.85
55.85
6+10
55.79
55.80
PROPOSED GRADE
INLET, TYPE 'B' (S-16)
GR: 59.03
INV OUT: 56.36 (P-17)
MH (S-19)
RIM: 59.03
INV IN: 56.38 (P-19)
INV IN: 56.38 (P-18)
INV IN: 56.13 (P-17)
INV OUT: 56.13 (P-20)
MH (S-20)
RIM: 55.82
INV IN: 50.48 (P-20)
INV OUT: 50.48 (P-21)
471 L.F. 18" HDPE @ 1.20% (P-20)
33 L.F. 18" HDPE @
0.71% (P-17)
40
45
50
55
60
40
45
50
55
60
PROPOSED GRADE
6+05
55.82
55.83
55.65
55.70
7+00
55.74
55.59
54.81
54.81
7+75
143 L.F. 18" HDPE @ 1.25% (P-21)
MH (S-20)
RIM: 55.82
INV IN: 50.48 (P-20)
INV OUT: 50.48 (P-21)
INLET, TYPE 'B' (ES61)
GR: 54.75
INV OUT: 48.69 (E68)
INV OUT: 48.73 (E69)
INV IN: 48.69 (P-21)
PROFILE OF PROPOSED STORMWATER SEWER ON MANSION TERRACE (S-20 - ES61)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
PROFILE OF PROPOSED STORMWATER SEWER ON MANSION TERRACE (S-17 - S-18)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-MANS
C\CDT071\Engineering\Site Plans\C-GRAD-MANS.dwg\C-25_Profiles By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
STORM PROFILES
(MANSION TERRACE)
25
20
20
40
SCALE : 1" = 20'
0
0
4
4
8
SCALE : 1" = 4'
VERTICAL
HORIZONTAL
PROFILE OF PROPOSED STORMWATER SEWER ON BROAD STREET (S-11 - ES18)
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
40
45
50
55
60
65
70
40
45
50
55
60
65
70
0+00
60.67
60.26
60.13
1+00
59.72
59.78
59.26
59.32
2+00
58.73
58.85
58.39
58.41
3+00
58.01
57.99
57.52
57.59
4+00
57.30
57.21
56.92
56.79
5+00
56.76
56.67
56.65
56.39
5+74.38
56.45
56.41
37 L.F. 15" HDPE @
0.50% (P-12)
30 L.F. 18" HDPE @
0.50% (P-13)
407 L.F. 18" HDPE @ 1.18% (P-14)
72 L.F. 18" HDPE @ 1.20% (P-15)
MH (S-13)
RIM: 61.57
INV IN: 57.11 (P-13)
INV IN: 57.15 (P-16)
INV OUT: 57.11 (P-14)
INLET, TYPE 'B' (S-11)
GR: 60.07
INV OUT: 57.69 (P-12)
INLET, TYPE 'B' (S-12)
GR: 59.99
INV IN: 57.51 (P-12)
INV OUT: 57.26 (P-13)
MH (S-14)
RIM: 56.43
INV IN: 52.30 (P-14)
INV OUT: 52.30 (P-15)
PROPOSED GRADE
INV. IN: 51.44 (P-15)
13)
16)
(P-14)
40
45
50
55
60
65
40
45
50
55
60
65
6+00
60.39
6+47.61
60.05
60.04
INLET, TYPE 'B' (S-15)
GR: 60.09
INV OUT: 57.40 (P-16)
41 L.F. 15" HDPE @
0.60% (P-16)
MH (S-13)
RIM: 61.57
INV IN: 57.11 (P-13)
INV IN: 57.15 (P-16)
INV OUT: 57.11 (P-14
PROFILE OF PROPOSED STORMWATER SEWER ON BROAD STREET (S-15 - S-13)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-BROD
C\CDT071\Engineering\Site Plans\C-GRAD-BROD.dwg\C-26_PROFILES By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
STORM PROFILES
(BROAD STREET)
26
20
20
40
SCALE : 1" = 20'
0
0
4
4
8
SCALE : 1" = 4'
VERTICAL
HORIZONTAL
PROFILE OF PROPOSED STORMWATER SEWER ON STRATFORD TERRACE (S-6 - ES23)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
40
45
50
55
60
65
70
0+00
61.58
61.13
60.94
1+00
60.22
60.30
59.61
59.60
2+00
59.17
59.17
58.71
58.81
3+00
58.52
58.53
58.21
58.25
4+00
58.50
58.48
57.81
57.65
4+56.57
57.85
57.69
37 L.F. 18" HDPE @
0.95% (P-7)
29 L.F. 18" HDPE @
1.00% (P-8)
MH (S-8)
RIM: 60.86
INV IN: 57.90 (P-8)
INV IN: 58.10 (P-11)
INV OUT: 57.90 (P-9)
INLET, TYPE 'B' (S-6)
GR: 60.90
INV OUT: 58.55 (P-7)
MH (S-9)
RIM: 58.16
INV IN: 54.43 (P-9)
INV OUT: 54.43 (P-10)
78 L.F. 18" HDPE @
1.15% (P-10)
INLET, TYPE 'B' (S-7)
GR: 60.82
INV IN: 58.20 (P-7)
INV OUT: 58.20 (P-8)
INV IN: 53.53 (P-10)
MH (S-8)
RIM: 60.86
INV IN: 57.90 (P-8)
INV IN: 58.10 (P-11)
INV OUT: 57.90 (P-9)
302 L.F. 18" HDPE @
1.15% (P-9)
40
45
50
55
60
65
70
40
45
50
55
60
65
70
5+00
61.36
61.17
5+37.57
60.75
60.86
INLET, TYPE 'B' (S-10)
GR: 61.17
INV OUT: 58.40 (P-11)
38 L.F. 15" HDPE @
0.80% (P-11)
MH (S-8)
RIM: 60.86
INV IN: 57.90 (P-8)
INV IN: 58.10 (P-11)
INV OUT: 57.90 (P-9)
PROFILE OF PROPOSED STORMWATER SEWER ON STRATFORD TERRACE (S-10 - S-8)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-STRA
C\CDT071\Engineering\Site Plans\C-GRAD-STRA.dwg\C-27-PROFILES By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
.
.
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.
.
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.
.
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.
.
.
.
.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
STORM PROFILES
(STRATFORD TERRACE)
27
20
20
40
SCALE : 1" = 20'
0
0
4
4
8
SCALE : 1" = 4'
VERTICAL
HORIZONTAL
PROFILE OF PROPOSED STORMWATER SEWER ON LAWN TERRACE (S-1 - ES4)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
40
45
50
55
60
65
70
40
45
50
55
60
65
70
0+00
64.26
63.20
63.02
1+00
62.54
62.58
62.02
62.05
2+00
61.51
61.47
61.07
61.23
3+00
61.14
61.20
60.53
60.54
4+00
60.48
60.28
4+50
MH (S-3)
RIM: 63.03
INV IN: 58.95 (P-2)
INV IN: 59.70 (P-6)
INV OUT: 58.95 (P-3)
INLET, TYPE 'B' (S-2)
GR: 62.82
INV IN: 59.64 (P-1)
INV OUT: 59.14 (P-2)
INLET, TYPE 'B' (S-1)
GR: 63.16
INV OUT: 59.99 (P-1)
35 L.F. 18" HDPE @
1.00% (P-1)
25 L.F. 24" HDPE @
0.77% (P-2)
175 L.F. 24" HDPE @ 0.76% (P-3)
175 L.F. 24" HDPE @ 1.00% (P-5)
MH (S-4)
RIM: 61.21
INV IN: 57.63 (P-3)
INV OUT: 57.63 (P-5)
15" HDPE (P-6)
INV: 59.70
40
45
50
55
60
65
40
45
50
55
60
65
5+00
63.36
5+43.64
62.90
62.96
38 L.F. 15" HDPE @
1.58% (P-6)
INLET, TYPE 'B' (S-5)
GR: 63.21
INV OUT: 60.30 (P-6)
MH (S-3)
RIM: 63.03
INV IN: 58.95 (P-2)
INV IN: 59.70 (P-6)
INV OUT: 58.95 (P-3)
24" HDPE (P-2)
INV: 58.95
175 L.F. 24" HDPE @
0.76% (P-3)
PROFILE OF PROPOSED STORMWATER SEWER ON LAWN TERRACE (S-5 - S-3)
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD-LAWN
C\CDT071\Engineering\Site Plans\C-GRAD-LAWN.dwg\C-28_PROFILES By: MBEKKELMAN
REV
DATE
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DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
STORM PROFILES
(LAWN TERRACE)
28
20
20
40
SCALE : 1" = 20'
0
0
4
4
8
SCALE : 1" = 4'
VERTICAL
HORIZONTAL
69+00
70+00
5+00
6+00
9+00
70+00
9+00
70+00
TC 59.16
BC 59.16
TC 59.12
BC 59.12
TC 59.03
BC 59.03
TC 59.00
BC 59.00
TC 58.74
BC 58.74
TC 58.71
BC 58.71
TC 58.95
BC 58.95
TC 58.91
BC 58.91
TC 59.15
BC 59.15
TC 59.13
BC 59.13
TC 59.27
BC 59.27
TC 59.22
BC 59.22
TC 59.57
BC 59.57
TC 59.54
BC 59.54
59.54
59.56
59.62
59.60
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
59.42
59.46
59.43
59.38
59.93
59.99
59.91
59.97
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
59.32
59.37
59.29
59.34
58.92
58.95
59.00
58.97
59.21
59.25
59.29
59.26
59.48
59.46
59.53
59.51
59.81
59.76
59.45
59.48
59.46
59.40
59.84
59.89
59.92
59.87
MEET EXISTING
MEET EXISTING
59.49
59.47
MEET EXISTING
MEET EXISTING
TC 59.19
BC 59.19
TC 59.17
BC 59.17
72+00
H
Y
D
72+00
72+50
18+90
19+00
20+00
72+00
19+00
20+00
TC 60.17
BC 60.17
60.10
TC 60.17
BC 60.17
TC 60.15
BC 60.15
TC 60.14
BC 60.14
TC 60.17
BC 60.17
TC 60.12
BC 60.12
TC 60.10
BC 60.10
TC 59.88
BC 59.88
TC 59.84
BC 59.84
60.14
60.16
60.12
60.34
60.36
60.40
60.38
60.58
60.56
60.45
60.48
60.39
60.45
60.52
60.50
60.57
60.55
TC 60.20
BC 60.20
TC 59.86
BC 59.86
TC 59.90
BC 59.90
60.49
60.46
60.54
60.51
60.90
60.90
60.04
60.08
60.12
60.08
TC 59.98
BC 59.98
TC 59.96
BC 59.96
TC 60.04
BC 60.04
TC 60.01
BC 60.01
60.22
60.22
60.16
60.19
60.71
60.71
60.22
60.19
60.23
60.27
60.23
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
34+00
35+00
74+00
75+00
33+90
33+90
TC 60.63
BC 60.63
TC 60.57
BC 60.57
MEET EXISTING
MEET EXISTING
60.76
60.71
60.71
TC 61.05
BC 61.05
TC 61.01
BC 61.01
61.30
61.26
61.34
61.30
TC 61.08
BC 61.08
TC 61.05
BC 61.05
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
61.33
61.41
TC 61.23
BC 61.23
TC 61.31
BC 61.31
TC 61.35
BC 61.35
TC 61.42
BC 61.42
TC 60.51
BC 60.51
TC 60.59
BC 60.59
TC 60.99
BC 60.99
TC 61.05
BC 61.05
TC 60.80
BC 60.80
MEET EXISTING
MEET EXISTING
MEET EXISTING
TC 60.83
BC 60.83
MEET EXISTING
MEET EXISTING
61.36
61.38
60.68
60.72
60.72
60.76
MEET EXISTING
61.02
60.97
61.05
61.00
61.13
61.07
61.13
61.02
MEET EXISTING
MEET EXISTING
61.52
61.52
61.43
61.39
61.62
61.56
61.64
61.62
61.53
61.29
61.32
61.35
61.32
61.59
61.61
MEET EXISTING
MEET EXISTING
62.05
62.09
62.13
62.57
62.61
62.65
62.09
62.61
61.55
60.76
77+00
H
Y
D
TC 62.61
BC 62.61
TC 62.66
BC 62.66
TC 63.45
BC 63.45
TC 63.37
BC 63.37
TC 63.51
BC 63.51
TC 63.43
BC 63.43
TC 62.95
BC 62.95
TC 63.02
BC 63.02
TC 62.67
BC 62.67
TC 62.73
BC 62.73
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
62.87
62.92
62.89
62.84
63.07
63.02
MEET EXISTING
MEET EXISTING
62.87
62.87
62.93
62.93
TC 62.82
BC 62.82
TC 62.79
BC 62.79
63.09
63.14
63.06
63.11
63.40
63.43
63.40
63.35
63.74
63.70
63.78
63.74
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
63.78
63.81
63.73
MEET EXISTING
64.30
64.36
MEET EXISTING
64.85
64.91
63.78
64.27
64.33
64.82
64.88
ADA CURB RAMP
DETAILS
29
ADA RAMPS DETAIL - BROAD STREET & ELM STREET
ADA RAMPS DETAIL - STRATFORD TERRACE & ELM STREET
ADAV RAMPS DETAIL - LAWN TERRACE & ELM STREET
10
10
20
SCALE : 1" = 10'
0
ADA RAMPS DETAIL - MANSION TERRACE & ELM STREET
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS-ADA
C\CDT071\Engineering\Site Plans\C-DTLS-ADA.dwg\C-29-ADA RAMPS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-30-SESC NOTES & DETAILS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL
NOTES AND DETAILS
30
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
2
11/01/18
MCNJ-SOIL-EROS-1100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
3
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
4
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
STOCKPILE DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2500
SEEDING MIX
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
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and all the information contained herein is authorized for use only by the party for
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PREPARING TO DISTURB THE EARTH'S
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C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-31-SESC DETAILS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
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R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL
NOTES
31
STANDARD FOR TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION
DEFINITION
ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF TWO TO 6 MONTHS WHICH ARE NOT BEING GRADED, NOT UNDER ACTIVE
CONSTRUCTION OR NOT SCHEDULED FOR PERMANENT SEEDING WITHIN 60 DAYS.
PURPOSE
TO TEMPORARILY STABILIZE THE SOIL AND REDUCE DAMAGE FROM WIND AND WATER EROSION UNTIL PERMANENT STABILIZATION IS ACCOMPLISHED.
WATER QUALITY ENHANCEMENT
PROVIDES TEMPORARY PROTECTION AGAINST THE IMPACTS OF WIND AND RAIN, SLOWS THE OVER LAND MOVEMENT OF STORMWATER RUNOFF, INCREASES INFILTRATION
AND RETAINS SOIL AND NUTRIENTS ON SITE, PROTECTING STREAMS OR OTHER STORMWATER CONVEYANCES.
WHERE APPLICABLE
ON EXPOSED SOILS THAT HAVE THE POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE.
METHODS AND MATERIALS
1. SITE PREPARATION
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH
ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING, PG. 19-1.
B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES,
SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42.
C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY
WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.).
2. SEEDBED PREPARATION
A. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE
MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11
POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE
AT THE RATE OF 2 TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE
ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES.
B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE
EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD
BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.
C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE.
D. SOILS HIGH IN SULFIDES OR HAVING A PH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, PG. 1-1.
3. SEEDING
A. SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2.
1 SEEDING RATE FOR WARM SEASON GRASS, SELECTIONS 5 - 7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE
SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES.
2 MAY BE PLANTED THROUGHOUT SUMMER IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED.
3 PLANT HARDINESS ZONE (SEE FIGURE 7-1, PG. 7-4.)
4 TWICE THE DEPTH FOR SANDY SOILS.
B. CONVENTIONAL SEEDING. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED,
HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF
SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC
PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH
SEED. SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION IV MULCHING) HYDROSEEDING IS NOT A PREFERRED
SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS
REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO
OBSTRUCTED WITH ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE
WILL BE MAXIMIZED.
4. MULCHING
MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER
ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT.
A. STRAW OR HAY. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET),
EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE.
MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE PRESENCE OF
WEED SEED.
APPLICATION. SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 95% OF THE SOIL SURFACE WILL BE COVERED. FOR UNIFORM
DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH
SECTION.
ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING
METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS.
1. PEG AND TWINE. DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN
BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRIS-CROSS AND A SQUARE PATTERN. SECURE
TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS.
2. MULCH NETTINGS. STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED.
3. CRIMPER (MULCH ANCHORING TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE
BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS
TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR
ADHESIVE AGENT IS REQUIRED.
4. LIQUID MULCH-BINDERS. - MAY BE USED TO ANCHOR HAY OR STRAW MULCH.
A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH THE MULCH, IN VALLEYS, AND AT CRESTS OF
BANKS. THE REMAINDER OF
THE AREA SHOULD BE UNIFORM IN APPEARANCE.
B. USE ONE OF THE FOLLOWING:
(1) ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, HYDROPHILIC MATERIALS WHEN MIXED WITH WATER
FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF INSOLUBLE
POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURFGRASS.
USE AT RATES AND WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW PRODUCTS ARE
AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE IN THIS STATE.
(2) SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH,
DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER
AND REMAIN TACKY UNTIL GERMINATION OF GRASS.
NOTE: ALL NAMES GIVE ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A COMMENDATION OF THESE PRODUCTS TO THE EXCLUSION
OF OTHER PRODUCTS.
B. WOOD-FIBER OR PAPER-FIBER MULCH. SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS,
USED AT THE RATE OF 1,500 PONDS PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS MULCH SHALL
NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
C. PELLETIZED MULCH. COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS AND
COLORING AGENTS. THE DRY PELLETS, WHEN APPLIED TO A SEEDED AREA AND WATERED, FORMA MULCH MAT. PELLETIZED MULCH SHALL BE APPLIES IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS./1,000
SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4INCHES OF WATER. THIS MATERIAL HAS BEE FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION
AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED OR ON SITES WHERE STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE.
APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION
AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE.
TABLE 7-2
TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH
SEED SELECTIONS
SEEDING RATES 1/
(POUNDS)
OPTIMUM SEEDING DATE 2/
BASED ON PLANT HARDINESS ZONE 3/
OPTIMUM
SEED
DEPTH 4/
(INCHES)
PER ACRE
PER 1,000
SQ. FT.
ZONE
5B, 6S
ZONE
6B
ZONE
7A, B
COOL SEASON GRASSES
PERENNIAL RYEGRASS
100
1.0
3/15-6/1
8/1-9/15
3/1-5/15
8/15-10/1
2/15-5/1
8/15-10-15
0.5
***SPRING OATS
86
2.0
3/15-6/1
8/1-9/15
3/1-5/15
8/15-10/1
2/15-5/1
8/15-10/15
1.0
WINTER BARLEY
96
2.0
8/1-9/15
8/15-10/1
8/15-10/15
1.0
ANNUAL RYEGRASS
100
1.0
3/15-6/1
8/1-9/15
3/15-6/1
8/1-9/15
2/15-5/1
8/15-10/15
0.5
WINTER CEREAL RYE
112
2.8
8/1-11/1
8/1-11/15
8/1-12/15
1.0
WARM SEASON GRASSES
PEARL MILLET
MILLET (GERMAN OR
HUNGARIAN)
20
30
0.5
0.7
6/1-8/1
6/1-8/1
5/15-8/15
5/15-8/15
5/1-9/1
5/1-9/1
1.0
1.0
STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION
DEFINITION
ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOILS WHERE PERENNIAL VEGETATION IS NEEDED FOR LONG-TERM PROTECTION.
PURPOSE
TO PERMANENTLY STABILIZE THE SOIL, ENSURING CONSERVATION OF SOIL AND WATER, AND TO ENHANCE THE ENVIRONMENT. WATER QUALITY ENHANCEMENT
SLOWS THE OVER-LAND MOVEMENT OF STORMWATER RUNOFF, INCREASES INFILTRATION AND RETAINS SOIL AND NUTRIENTS ON SITE, PROTECTING STREAMS OR OTHER
STORMWATER CONVEYANCES.
WHERE APPLICABLE
ON EXPOSED SOILS THAT HAVE A POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE.
METHODS AND MATERIALS
1. SITE PREPARATION
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH
ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING.
B. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR COMPACTION IN ACCORDANCE WITH THE STANDARD FOR
LAND GRADING.
C. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF 5
INCHES (UNSETTLED) IS REQUIRED ON ALL SITES. TOPSOIL SHALL BE AMENDED WITH ORGANIC MATTER, AS NEEDED, IN ACCORDANCE WITH THE STANDARD FOR
TOPSOILING.
D. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE-STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES,
SEDIMENT BASINS, AND WATERWAYS.
2. SEEDBED PREPARATION
A. UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO TOPSOIL WHICH HAS BEEN SPREAD AND FIRMED, ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH
AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES
(HTTP://NJ'PAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-10-10 OR
EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS
NOT INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE
SAME FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING.
B. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE
EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM
SEEDBED IS PREPARED.
C. HIGH ACID PRODUCING SOIL. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A
PH OF 5 OR MORE BEFORE INITIATING SEEDBED REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH ACID-PRODUCING SOILS FOR SPECIFIC REQUIREMENTS.
3. SEEDING
A. SELECT A MIXTURE FROM TABLE 4-3 OR USE A MIXTURE RECOMMENDED BY RUTGERS COOPERATIVE EXTENSION OR NATURAL RESOURCES CONSERVATION SERVICE
WHICH IS APPROVED BY THE SOIL CONSERVATION DISTRICT. SEED GERMINATION SHALL HAVE BEEN TESTED WITHIN 12 MONTHS OF THE PLANTING DATE. NO SEED
SHALL BE ACCEPTED WITH A GERMINATION TEST DATE MORE THAN 12 MONTHS OLD UNLESS RETESTED.
1. SEEDING RATES SPECIFIED ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP
TO 50% REDUCTION IN RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO A REPORT OF COMPLIANCE INSPECTION. THESE RATES
APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVERAGE WITH THE SPECIFIED SEED MIXTURE FOR
THE SEEDED AREA AND MOWED ONCE.
2. WARM-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT HIGH TEMPERATURES, GENERALLY 85O F AND ABOVE. SEE TABLE 4-3
MIXTURES 1 TO 7. PLANTING RATES FOR WARM-SEASON GRASSES SHALL BE THE AMOUNT OF PURE LIVE SEED (PLS) AS DETERMINED BY GERMINATION TESTING
RESULTS.
3. COOL-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT TEMPERATURES BELOW 85OF. MANY GRASSES BECOME ACTIVE AT 65OF.
SEE TABLE 4-3, MIXTURES 8-20. ADJUSTMENT OF PLANTING RATES TO COMPENSATE FOR THE AMOUNT OF PLS IS NOT REQUIRED FOR COOL SEASON GRASSES.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER.
EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A
DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE-TEXTURED SOIL.
C. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL
BE MAXIMIZED.
D. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC
PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED.
SHORT-FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERRED
SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. WHEN POOR SEED TO SOIL CONTACT
OCCURS, THERE IS A REDUCED SEED GERMINATION AND GROWTH.
4. MULCHING
MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER
ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT.
A. STRAW OR HAY. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE
FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3 TONS PER
ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE
PRESENCE OF WEED SEED.
APPLICATION - SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF
HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION.
ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING
METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS.
1. PEG AND TWINE. DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN
BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE
TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS.
2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED.
3. CRIMPER (MULCH ANCHORING COULTER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT
SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS
LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO
TACKIFYING OR ADHESIVE AGENT IS REQUIRED.
4. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY OR STRAW MULCH.
A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS. THE REMAINDER OF THE AREA
SHOULD BE UNIFORM IN APPEARANCE.
B. USE ONE OF THE FOLLOWING:
(1) ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER-BASED, HYDROPHILIC MATERIALS WHEN MIXED WITH WATER
FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF INSOLUBLE
POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURF
GRASS. USE AT RATES AND WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW PRODUCTS
ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE IN THIS STATE.
(2) SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND, FOLLOWING APPLICATION OF MULCH, DRYING
AND CURING, SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER
AND REMAIN TACKY UNTIL GERMINATION OF GRASS.
NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE
EXCLUSION OF OTHER PRODUCTS.
B. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS,
USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. MULCH SHALL
NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
C. PELLETIZED MULCH - COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS, AND
COLORING AGENTS. THE DRY PELLETS, WHEN APPLIED TO A SEEDED AREA AND WATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000
SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION
AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED, OR ON SITES WHERE STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE.
APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION
AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE.
5. IRRIGATION (WHERE FEASIBLE)
IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAY UNTIL VEGETATION IS WELL
ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES.
6. TOPDRESSING
SINCE SOIL ORGANIC MATTER CONTENT AND SLOW RELEASE NITROGEN FERTILIZER (WATER INSOLUBLE) ARE PRESCRIBED IN SECTION 2A - SEEDBED PREPARATION IN THIS
STANDARD, NO FOLLOW-UP OF TOPDRESSING IS MANDATORY. AN EXCEPTION MAY BE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT
TURF FAILURE MAY DEVELOP. IN THAT INSTANCE, TOPDRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR 7 POUNDS PER 1,000 SQUARE FEET EVERY 3 TO 5
WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELIORATED.
7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION
THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEEDBED, APPLYING NUTRIENTS, MULCH AND
OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL
ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO
REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80%
VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF
SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. ULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER
SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
NOTE:
ALL PAGE NUMBERS AND STANDARDS REFERENCES REFER TO "THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", JANUARY 2014, REVISED JULY
2017, BY THE NEW JERSEY STATE SOIL CONSERVATION COMMITTEE.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW
JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1 OF "STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL
BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED
HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR
CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE
THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
3 DAYS
- COMPLETE MILLING OPERATIONS
2 WEEKS
- COMPLETE GRADING
2 WEEKS
- INSTALL CURBING AND DRAINAGE IMPROVEMENTS
3 WEEKS
- INSTALL CURB RAMPS
2 WEEKS
- PAVEMENT IMPROVEMENTS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING 1 DAY
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 12 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED
AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE = 146,045 SF OR 3.35 ACRES
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
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ALL STATES REQUIRE NOTIFICATION OF
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PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
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C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-32-DETAILS By: MBEKKELMAN
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REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
32
PLAN
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MIN. CROSS SLOPE 1%, MAX. CROSS SLOPE 2% IN THE
PREDOMINANT DIRECTION OF THE EXISTING GRADE.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PERFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
5.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER AFTER REMOVAL OF THE EXISTING SIDEWALK BUT
BEFORE PLACING AND COMPACTION OF DENSE GRADED AGGREGATE.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
PER PLANS (MIN. 0.5%)
PER PLANS (MIN. 0.5%)
VARIABLE ROAD WIDTH (SEE PLAN)
9" X 18" CONCRETE VERTICAL CURB (TYP.)
WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
9" X 18" CONCRETE VERTICAL CURB (TYP.)
WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% MAX
3:1 (MAX)
3:1 (MAX)
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS
HOT MIX ASPHALT 9.5M64
1.5" LEVELING COURSE, 2" SURFACE COURSE
4"
TYPICAL ROAD SECTION
N.T.S.
N.T.S.
CONCRETE SIDEWALK, 4" THICK
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
2.
FLUSH CURBS AT HANDICAP RAMPS SHALL BE POURED MONOLITICALLY WITH HANDICAP RAMP. FLUSH
BELGIAN BLOCK CURB IS NOT ACCEPTABLE.
PAVEMENT FLUSH
WITH RAMP
N.T.S.
HANDICAP RAMP DETAIL
DENSE GRADED
AGGREGATE, 4" THICK
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB
N.T.S.
4'-0" MIN. CLEAR SPACE OR AS
DEPICTED ON PLANS
CURB
4" DOUBLE YELLOW
STOP SIGN
CROSSWALK & STOP BAR LINE DETAIL
N.T.S.
CURB
CROSSWALK 6" WHITE
LINE TRAVERSE STRIP OR
AS DEPICTED ON PLANS
6'-0" MIN.
CLEAR SPACE
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE PAYMENT SHALL BE MADE FOR TACK COAT AND PRIME COAT, INCLUDE COST IN VARIOUS ITEMS IN THE
PROPOSAL.
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION IS TO JOIN WITH ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
ROADWAY EXCAVATION
COMPACTED SUBGRADE
HOT MIX ASPHALT PAVEMENT REPAIR
N.T.S.
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
NOTES:
1.
THE CONTRACTOR SHALL CONSTRUCT ROADWAY STRIPING AS INDICATED WITHIN THE
CONSTRUCTION PLANS. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL OBTAIN
APPROVAL OF THE STRIPING LOCATION FROM THE MUNICIPAL TRAFFIC SAFETY BUREAU AND
ENGINEER.
2.
ALL TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC.
AS SPECIFIED ON PLANS
STOP BAR (THERMOPLASTIC)
12" WHITE STOP LINE
(NON-SIGNALIZED)
FLUSH CURB
FLUSH CURB
9"
18"
8"
2' REPAIR
6"
4"
6"
HMA 19M64
HMA 9.5M64
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
JOINT
SEALER
DEPTH OF JOINT FILLER STRIP EQUAL TO THE
THICKNESS OF THE PAVEMENT LESS 14"
THIS FACE MAY BE CONSTRUCTED ON SAME
BATTER AS UPPER FACE WHEN CURB IS
CONSTRUCTED ADJACENT TO HMA PAVEMENT
12" PREFORMED EXPANSION JOINT FILLER,
BITUMINOUS TYPE, TO BE INSTALLED
BETWEEN CURB AND CONCRETE PAVEMENT
OR CONCRETE BASE COURSE.
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFORMED
BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FRONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. FULL DEPTH REPAIR STRIP WITHIN ROADWAY TO BE PAID FOR UNDER HOT MIX ASPHALT PAVEMENT REPAIR ITEM.
4. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE PAYMENT SHALL BE MADE FOR
TACK COAT AND PRIME COAT, INCLUDE COST IN VARIOUS ITEMS IN THE PROPOSAL.
COMPACTED SUBGRADE
SAWCUT
CONCRETE
CLASS B,
AIR
ENTRAINED
TOPSOIL, FERT., SEED AND
STRAW
RESTORATION
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
9" X 18" CONCRETE VERTICAL CURB
N.T.S.
NJDOT CLASS "B"
CONCRETE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2"
2"
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
5' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
PREMOLDED
EXPANSION
JOINTS
CONCRETE
CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
MIN SLOPE 1%
MAX SLOPE 2%
NOTES:
1.
THE CONTRACTOR SHALL COMPLETE HOT MIX ASPHALT PAVEMENT REPAIRS. HOT MIX ASPHALT PAVEMENT REPAIRS SHALL
CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND COMPACTION OF DENSE-GRADED AGGREGATE BASE AND
HOT MIX ASPHALT 19M64 BASE COURSE. THE COST TO SAWCUT THE PERIMETER OF FULL DEPTH REPAIRS SHALL BE INCLUDED IN
THE UNIT PRICE BID FOR THE PAY ITEM HOT MIX ASPHALT PAVEMENT REPAIRS.
2.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA PAVEMENT REPAIR. THE
PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM 'HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE,
2" THICK'.
3.
ALL COSTS ASSOCIATED WITH HOT MIX ASPHALT PAVEMENT REPAIRS, SHALL INCLUDE THE FOLLOWING WORK:
- SAWCUTTING
- EXCAVATION, UNCLASSIFIED
- DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, MIX 19M64 (4" THICK)
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 6" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
2. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 6" THICK".
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
3' MIN.
6"MIN.
STORM SEWER/UTILITY
WATER PIPE
VARIES
OD/2
6"X6"-6/6
WELDED WIRE
FABRIC
UNDISTURBED SOIL
3'-0"
MIN.
MIN.
6"
CLASS "B"
CONCRETE
DIA.
DIA.
6"
MIN.
STORM SEWER/UTILITY
WATER PIPE
6"
MIN.
UNDISTURBED SOIL
CONCRETE ENCASEMENT
N.T.S.
NOTES:
1. TO BE CONSTRUCTED WHERE SHOWN ON THE PLANS OR WHERE CLEARANCE
BETWEEN SANITARY SEWER PIPE AND WATER MAIN IS LESS THAN 10' HORIZONTAL
AND 18" VERTICALLY OR AS DIRECTED IN THE FIELD BY THE ENGINEER.
ALL FITTINGS SHALL BE FLARED END CONNECTION TYPE.
CORP STOP TO BE 1" MUELLER 300 BALL CORPORATION VALVE, #B-25008 OR
SERVICE PIPE TO BE 1" MINIMUM TYPE K, SOFT COPPER TUBING
5.
4'-0" MIN.
2.
1.
NOTES:
45°
N.T.S.
4'-0" MIN.
6'-0" MAX.
MAIN (SEE PLAN)
C.L.D.I.P. DISTRIBUTION
PAVEMENT
6.
APPROVED EQUAL.
TYPICAL WATER SERVICE RECONNECTION, 2" AND UNDER
SERVICE SADDLE
1" MIN. COPPER
TUBING TYPE "K".
CONNECT TO EXISTING
SERVICE PIPE (3/4"X1"
REDUCER IF REQUIRED)
1" GOOSENECK
1" CORPORATION
STOP
GRADE
NO. 4 CRUSHED STONE
1 CU. FT. OF MAT'L
BOX
CURB STOP
12"
CURB
CURB
PROPOSED
EXISTING
7.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION
AND BACKFILL, REMOVAL OF EXISTING ABANDONED UTILITIES, PIPE BEDDING,
DEWATERING, ABANDONMENT OF EXISTING WATER UTILITIES OR REMOVAL IF
REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION
INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, PERMANENT RESTORATION
OF NON-ROAD AREAS, TOPSOILING, SEEDING, FERTILIZING AND STRAW
MULCHING, CURB, DRIVEWAY, SIDEWALK, FENCE, LANDSCAPING, FITTINGS,
BENDS, COUPLINGS, TEMPORARY SHUTDOWNS, RESTRAINTS, RETAINER
GLANDS, THRUST BLOCKS, VALVES, VALVE BOXES, SERVICE SADDLES,
CORPORATION STOPS, TAPPING SLEEVES, DETECTABLE WARNING TAPE,
TRACER WIRE, TRACER BOXES, TEST PITS, DISINFECTION OR TESTING. ALL
COSTS TO BE INCLUDED IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
3. CURB STOP TO BE 1" MUELLER 300 BALL CURB VALVE, #B-25209N.
4. CURB BOX TO BE CAST IRON, SCREW TYPE, 2" INSIDE DIAMETER MIN.
SERVICE SADDLE TO BE MUELLER H-13000 SERIES 2 PIECE SERVICE SADDLE.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-33-DETAILS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
33
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF
TERMINAL INLETS AND BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET
PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
PROVIDE COPOLYMER PLASTIC, STEEL
REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATE TO BE CAMPBELL
FOUNDRY PATTERN NO. 2618 OR APPROVED
EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED,
WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO
INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE
INCREASED 12" IN WIDTH AND 12" IN DEPTH.
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
N.T.S.
TYPE 'B' INLET DETAIL
N.T.S.
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. COVERS FOR SEWER MANHOLES SHALL BE MARKED "SEWER".
6. COVERS FOR DRAIN MANHOLES SHALL BE MARKED "DRAIN".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1202B
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
RESET EXISTING CASTING (MANHOLE)
REINFORCING
PER ASTM C-478
LATEST REVISION
SEAL WITH
BUTYLE RUBBER
(ASTM C-990)
POLYPROPYLENE RUNGS
ADJUST TO GRADE AS
REQ'D USING GRADE
RINGS
REINFORCING
PER ASTM C-478
LATEST
REVISION
CHANNEL: PRECAST
2" SHELF
5"
48" DIA.
5"
24" - 72"
24"
24"
OR
36"
12" (TYP.)
SLOPE
NON-SKID SURFACE
A-LOK X-CEL CAST-IN
FLEXIBLE PIPE TO
MANHOLE
CONNECTOR, OR
APPROVED EQUAL
6" NO. 57 STONE BEDDING
3" MIN.
1" CLR.
GENERAL MANHOLE NOTES:
1. MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
2. CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH PRECAST
CONCRETE GRADE RINGS, AS REQUIRED, 12 INCHES MAXIMUM.
3. WHERE EXISTING PIPE IS TO BE CONNECTED TO NEW MANHOLE, 5 FEET OF NEW PIPE AND
COUPLINGS SHALL BE INCLUDED IN COST OF MANHOLE.
4. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478, "PRECAST REINFORCED
CONCRETE MANHOLE SECTIONS."
5. REINFORCED CONCRETE STRUCTURES SHALL WITHSTAND AASHTO HS-20 LIVE LOAD
CONDITIONS.
6. PROVIDE PRECAST MANHOLE SLAB IN LIEU OF STANDARD PRECAST TOP SECTION FOR
MANHOLES HAVING 6'-9" DEPTH OR LESS.
N.T.S.
STORM MANHOLE
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
N.T.S.
BICYCLE SAFE GRATE DETAIL
HDPE PIPE BEDDING DETAIL
N.T.S.
MINIMUM TRENCH WIDTH -
REFER TO TABLE
HDPE PIPE (REFER TO
PLANS FOR SIZE)
REFER TO PLAN FOR
SURFACE COVER
1/4 O.D. OR 6" MIN.
1 FT MINIMUM COVER
REFER TO PLANS FOR INVERT ELEVATIONS
OF HDPE PIPE
MINIMUM TRENCH WIDTHS
PIPE DIAM.
MIN.TRENCH WIDTH
12"
30"
15"
34"
No. 57 STONE
BEDDING
DENSE GRADED
AGGREGATE
N.T.S.
PIPE TO CONCRETE STRUCTURE CONNECTOR
PSX: DIRECT DRIVE WITH CORRUGATED PIPE
ADAPTER (AS APPROPRIATE) AS MANUFACTURED BY
PRESS-SEAL CORPORATION OR APPROVED EQUAL
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL MEET THE REQUIREMENTS OF
ASTM C-923. THIS CONNECTION IS TO BE USED IN ALL MANHOLES AND INLETS.
1' OR LESS
SURFACE COURSE
CURB
FILL TO TOP OF
BASE COURSE WITH
CLASS B CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 1' OR LESS
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2. ENTIRE INSIDE SURFACE OF INLET SHOULD
BE SKIM COATED WITH MORTAR.
RESET EXISTING CASTING (INLET)
N.T.S.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
12"
(TYPICAL)
RECONSTRUCTED INLET OR MANHOLE, USING EXISTING CASTING
N.T.S.
CURB
SURFACE COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT WIDE
(PRECAST OR MADE
ON SITE)
REMOVE EXISTING CASTING
WALL AS REQUIRED
NEW
MATERIAL
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
STANDARD MANHOLE COVER/FRAMES
N.T.S.
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
A
A
PLAN
LETTER AS REQUIRED BY
APPROVING AGENCY
S
T
O
R
M
S
E
W
E
R
T
O
W
N
S
H I
P
O
F
C
R
A
N
F
O
R
D
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
STANDARD MANHOLE COVER/FRAMES
N.T.S.
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
A
A
PLAN
LETTER AS REQUIRED BY
APPROVING AGENCY
T
O
W
N
S
H
I P
O
F
C
R
A
N
F
O
R
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
EXISTING ROADWAY
NEW
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK
EXISTING
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
SAWCUT & TACK COAT EXISTING
ROADWAY PRIOR TO PAVING
NOTES:
1.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR UNSUITABLE SOIL CONDITIONS
SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE REVIEWED AND
APPROVED BY THE ENGINEER PRIOR TO INSTALLING PAVEMENT REPAIR.
2.
CONTRACTOR IS TO SUBMIT A PAVING PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION.
3.
MATERIALS AND METHODS USED SHALL COMPLY WITH NJDOT SPECIFICATIONS.
4.
HMA PAVEMENT REPAIR SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND
COMPACTION OF DENSE-GRADED AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE.
5.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA
PAVEMENT REPAIR. THE PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM,
HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK.
APPROVED SUBGRADE
N.T.S.
18"
39"
24"
48"
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-34-DETAILS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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.
.
.
__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
34
PAVEMENT
2" CLEAR AROUND PIPE
3'-0" MIN.
6" 45° ELBOW
6" WYE BRANCH
45° BEND
SEWER MAIN
SECTION A-A
CURB FACE
PLUG
PROPERTY LINE
1'-0"
10' OR AS REQUIRED
18" X 18" X 6" CONCRETE PAD
WYE BRANCH
45° BEND
SEWER MAIN
FLOW
PLAN
A
APPROVED PVC ADAPTER
IF REQUIRED
6" PVC SDR-35
A
PVC CLEANOUT
WITH BRASS CAP
18" X 18" X 6"
CONCRETE MARKER PAD
SLOPE: 1/4" PER
1'-0" MINIMUM
8" MINIMUM
PVC SCR-35
GRAVITY
SEWER PIPE
COMPACTED
FILL SEE
TYPICAL PIPE
BEDDING
DETAIL
UNDISTURBED
SOIL
SANITARY SEWER LATERAL & CLEANOUT DETAIL
N.T.S.
Y = YELLOW STRIPE
W = WHITE STRIPE
4)
BE REMOVED BY THE GRINDING METHOD.
2)
PAVEMENT MARKING LEGEND
- 12" WIDE WHITE LINE
-2-4" WIDE YELLOW LINES
CENTER LINE
STOP LINE
NOTES:
1)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT
EXISTING STRIPING THAT DOES NOT CONFORM TO THIS PLAN SHALL
TO THE FOLLOWING:
UNLESS OTHERWISE SHOWN, PAVEMENT MARKINGS SHALL CONFORM
CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
3)
GRADE CROSSING PAVEMENT MARKINGS TO CONFORM TO THE
PROPOSED SIGN LEGEND
W11-2 PEDESTRIAN WARNING SIGN 36" X 36"
W16-7PL DOWNWARD DIAGONAL ARROW PLAQUE (LEFT) 24" X 12"
36" X 36"
NOTE: SIGN TO BE IN FLUORESCENT YELLOW/GREEN
W11-2 SIGN DETAIL
N.T.S.
N.T.S.
W16-7P(L) PLAQUE DETAIL
24" X 12"
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION AND AS INDICATED
BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH THE EXCEPTION OF THOSE INSTALLED BEHIND
GUIDE RAIL OR OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING.
GALVINIZING SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING
BRACKET SHOULD BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS SHEET.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE
NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR
SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY
SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF
A MAJOR SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT
AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF
8 FEET AND THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES,
THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD
AS FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS
DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK
WIDTH IS LIMITED OR WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12 FEET MINIMUM DESIRABLE
FROM EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS
THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING
OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE
GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET
FROM THE GROUND LINE TO CENTER LINE OF SPLICE.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
CONCRETE INSTALLATION
DETAIL
N.T.S.
SIGN POST NOTES
N.T.S.
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
BREAKAWAY
STEEL U-POST
+
+
+
+
2"
TRAFFIC FLOW
SIDE MOUNT
FRONT MOUNT
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
MOUNTING BRACKET DETAIL
N.T.S.
POSTS FOR S1-1 TO INCLUDE
REFLECTIVE POST PANELS
IN FLUORESCENT YELLOW/GREEN
BRACKET FOR SIDE MOUNT
WS SIGNS DETAIL
N.T.S.
SIGN NOTES
N.T.S.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO
FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND
THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD
ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO
BE USED ON THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE
R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON
BREAKAWAY BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND
WARPS, OR OF STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE
FOLLOWING DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES
AND 18 INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY
CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD
SUPPORTS SHALL BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL
NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN
SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A
LONGITUDINAL BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND
WASHERS IN ACCORDANCE WITH THE SPECIFICATIONS.
4" HMA BASE COURSE 19 M 64
(TO SURFACE COURSE)
6" DENSE GRADED AGGREGATE
BASE COURSE
TACK COAT
2" HMA SURFACE COURSE 9.5M64
FLUSH TO EXISTING PAVEMENT
EDGES OF TRENCH TO BE SEALED
WITH AC-20 SEAL COAT
BACKFILL MATERIAL
UTILITY PIPE
PIPE BEDDING
EXISTING PAVEMENT
PAVEMENT RESTORATION DETAIL
SAWCUT ALL PAVED TRENCHES
N.T.S.
12"
12"
1.
IN PAVED ROADWAY AREAS, THE TRENCH SURFACE SHALL BE RESTORED TO ALLOW FOR
VEHICULAR TRAFFIC OVER THE TRENCH DURING NON-WORK HOURS. ALL COSTS ASSOCIATED
WITH TEMPORARY SURFACE RESTORATION WILL NOT BE MEASURED FOR SEPARATE PAYMENT
AND SHALL BE INCLUDED IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
2.
ALL TRENCHES TO BE SAW-CUT.
3.
DISTURBED TRAFFIC STRIPING AND MARKINGS SHALL BE REPLACED WITH EPOXY AND
THERMOPLASTIC, RESPECTIVELY, PER NJDOT SPECIFICATIONS, AS NECESSARY.
4.
THE ABOVE DEPICTED DETAIL IS APPLICABLE TO TEST PITS.
5.
TEMPORARY RESTORATION SHALL INCLUDE DGA TO GRADE ON A DAILY BASIS AND BASE
PAVING TO GRADE ON A WEEKLY BASIS. THE CONTRACTOR MAY INSTALL BASE COURSE
PAVING TO GRADE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER.
6. CONTRACTOR SHALL MILL AND CONSTRUCT FINAL PAVING AFTER BASE COURSE PAVING, AT A
TIME AND DATE AGREED TO BY THE ENGINEER.
NOTES:
TRENCH
WIDTH
3" OR LESS MILLING
(TRENCH WIDTH + 24")
-6" WIDE WHITE LINES
CROSSWALK LINES
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2021. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT071\Engineering\Site Plans\C-DTLS.dwg\C-35-DETAILS By: MBEKKELMAN
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Doing Business as
Engineering
& Design
COLLIERS EN GIN EERIN G & DESIGN CT, P.C.
DOIN G BUSIN ESS AS M ASER CON SULTIN G
EN GIN EERS AN D LAN D SURVEYORS PA,
A PROFESSION AL CORPORATION
CONSTRUCTION PLANS
ELM STREET AREA
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/23/20
MIB
PWJ
CDT071
43
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__________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN,
INC. DOING BUSINESS AS MASER
CONSULTING
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
35
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL
BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR
STREETS AND HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO
PROVIDE FOR THE CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN
TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR
REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF
THE CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN
WRITING TO THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS,
ADJUSTMENTS AND IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED
CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH EACH OF THE
UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF
TRAFFIC THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL
DEVICES USED TO MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES
BID FOR THE SPECIFIC TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL
PAYMENT WILL BE MADE FOR RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE
ENGINEER, DURING THE COURSE OF CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE
CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND
VEHICULAR TRAFFIC AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE
WORK OF THIS CONTRACT. DURING CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE
ACCESS WIDTH AT THE DRIVEWAY ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS,
BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING,
PLACING, MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR
THE VARIOUS ITEMS IN THE PROPOSAL.
MAINTENACE AND PROTECTION OF
TRAFFIC NOTES
N.T.S.
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
50' MIN. (TYP.)
10'
(TYP.)
10'
(TYP.)
10'
(TYP.)
2'-8"
5'-0" MIN.
2'-0"
2'-0"
90° ELBOWS TYP.
ALL CORNERS
3 SANDBAGS
5'-0" MIN.
4'-0"
SANDBAGS
3'-0"
INSET
B
INSET
A
4'-0"
SPRINGS SECURED TO WIRE TIE
ON REAR PIPE OF BASE FRAME
SANDBAG
A
A
A
A
RIVETS (2)
RIVETS (2)
1 1/2" TYP. ALL CONNECTIONS
4" PIPE LENGTHS
USED AS COUPLERS
( TYP. )
3"
P.V.C.
12"
3" ELBOW
12" R
12" R
4'-0"
3/16"
3 1/2"
2 7/8"
3 5/16"
3/16"
3 1/2"
DIA.
3 1/2"
DIA.
1 3/4" DIA.
3/16"
1 3/4"
1 1/2"
1 9/16"
3/16"
3" X 3' WYE
SPRING TAUT WIRE CABLE ASSEMBLY
5/8" X 11" NO. 8 SPRINGS
( TWO ), HAND TENSIONED.
3 SANDBAGS, 1 CUBIC FT.
CAPACITY EACH, 18" X 24"
3" X 3" TEE
3"x3" WYE
3"x3"
TEES
A NO. 6 3/16"
DIAMETER SOLID
BRAIDED NYLON
ROPE SHALL BE
SECURED INTERNALLY
TO ITSELF.
11"
11"
9" MIN. TO
12" MAX.
9" MIN. TO
12" MAX.
12" MAX.
9" MIN. TO
11"
12" MAX.
9" MIN. TO
11"
9" MIN. TO
12" MAX.
11"
9" MIN. TO
12" MAX.
11"
3" X 3' WYE
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO.14 PAN HEAD
METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, TYPE II OR III-A, AS SHOWN FOR CONSTRUCTION SIGNS.
3.
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
4.
THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL HAVE A CAPACITY OF 1 CUBIC FOOT.PLACEMENT OF SANDBAGS SHALL BE AS SHOWN ABOVE.
5.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE LENGTH.
6.
EITHER TYPE III, PE OR TYPE III, PVC CAN BE USED AT THE OPTION OF THE CONTRACTOR.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM D 1785 OR PVC, SDR-26 ASTM D 2241.
FITTINGS SHALL BE WHITE PVC OR ABS OF MATCHING WALL THICKNESS AND
INSIDE DIAMETER AND MEETING THE MATERIALS, REQUIREMENTS AND TESTING
SECTIONS OF ASTM D 2466 FOR PVC AND ASTM D 2468 FOR ABS. ALL JOINTS
SHALL BE SLIP FIT AND NOT THREADED OR CEMENTED. PVC FITTINGS MEETING
ASTM D 2665 WILL ALSO BE ACCEPTABLE. PVC OR ABS MATERIAL SHALL BE
ULTRAVIOLET LIGHT STABILIZED.
THE BASE AND UPRIGHT SHALL BE 3 1/2" DIA. ROTATIONALLY MOLDED
POLYETHYLENE PLASTIC CONFORMING TO ASTM D 1248-II A3-E4. THE BRACE
SHALL BE 1 3/4" DIA. EXTRUDED POLYETHYLENE PLASTIC CONFORMING TO ASTM
D 1248-III A4. POLYETHYLENE PLASTIC SHALL BE WHITE AND SHALL BE
ULTRA-VIOLET LIGHT STABILIZED.
NOTES:
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER.
3" TO 4" SPACE FOR
HANDLING
6" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TUPE III
PLASTIC OR RUBBER
MIN. WEIGHT 7 LBS.
NOTES :
1.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE
AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL
BE NO MORE THAN 2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII
OR VIII WITH S2 REQUIREMENTS.
2.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF
KNOCKED OVER.
3.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE
SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
4. WHEN BALLAST IS REQUIRED BY THE R.E., SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST
SHALL
BE 50 LBS.
AND BE LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST HALL BE
APPROVED BY THE R.E..
5.
CONES AND DRUMS SHALL BE SURRENDERED TO THE OWNER AT CLOSEOUT OF PROJECT.
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
36" APPROX.
2" MAX. NON-REFLECTORIZED
SPACE (ORANGE) (TYP.)
6" MIN. REFLECTORIZED
STRIPES WHITE
NON-REFLECTORIZED
SPACE (ORANGE)
13 4" MIN. O.D.
18" MIN. DIA.
BASE DIA. MAY BE LARGER THAN TOP DIA.
BREAKAWAY BARRICADES WITH WI-6L
(TYPICAL) NOTE: USE WI-6R WHEN
CONSTRUCTION OTHER SIDE OF STREET
TRAFFIC DRUMS/BARRICADES
AS DIRECTED BY THE ENGINEER
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH RIGHT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART RIGHT
CURB & SIDEWALK CONSTRUCTION
AT MID BLOCK LEFT & RIGHT
CONSTRUCTION AREA
(TYPICAL)
DRUM (TYPICAL)
CONSTRUCTION AREA
ADDITIONAL NOTES:
1.
THE MAXIMUM CROSS SLOP OF SIDEWALKS SHALL BE 2%.
2.
THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3.
THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4.
THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AND ALL ADJACENT
SIDEWALK. STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5.
FOR TYPE 5 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM
EDGE OF TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A SINGLE RAMP.
6.
THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL,
THE FULL WIDTH OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A
SINGLE RAMP.
7.
A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, MUST BE PROVIDED AT THE
TOP OF EVERY RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: Elm Street Area Drainage Improvement Project Resident Letter and Zoom Meeting Information ---
Topic: Elm Street Area Drainage Improvement Project - Zoom Meeting
Time: Mar 31, 2021 08:00 PM Eastern Time (US and Canada)
Join Zoom Meeting
https://zoom.us/j/91670142821?pwd=RUZ3UE9EeW9qTFZxUHYyU2dvSW0rdz09
Meeting ID: 916 7014 2821
Passcode: 102630
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Meeting ID: 916 7014 2821
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Find your local number: https://zoom.us/u/aezAbVdCcA
--- Document: James Ave. Drainage Improvements Project Construction Plans ---
SOUTH UNION AVENUE
HILLCREST AVENUE
PRESTON AVENUE
BESLER AVENUE
JAMES AVENUE
NEW STREET
PROJECT LOCATION
COVER
1
CONSTRUCTION PLANS
FOR
JAMES AVENUE DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
KEY MAP
N
S
E
W
NORTH
100
100
SCALE : 1" = 100'
0
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
INDEX OF SHEETS
SHT. No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 4
EXISTING CONDITIONS PLAN
5
DIMENSION PLAN
6
CROSS SECTIONS
7
SOIL EROSION & SEDIMENT CONTROL DETAILS
8 - 10
CONSTRUCTION DETAILS
11 - 14
NJDOT TRAFFIC CONTROL DETAILS
15 - 18
NJDOT CONSTRUCTION DETAILS
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-CVER-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-CVER-JAME-HILL.dwg\C-1-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
UTILITIES / AUTHORITIES
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 7083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
SEWER SERVICES
TWP OF CRANFORD SEWER DEPARTMENT
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 W. MT PLEASANT AVENUE, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE, RAHWAY, NJ 07065
PHONE: (732) 388-0868
CONTACT: JOHN BUONOCORE
TOWNSHIP OF CRANFORD
PATRICK GIBLIN, MAYOR
KATHLEEN MILLER PRUNTY, DEPUTY
MAYOR/COMMISSIONER
THOMAS H. HANNEN, JR., COMMISSIONER
JEAN-ALBERT MAISONNEUVE, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
GENERAL NOTES &
QUANTITIES
2
UTILITY NOTES:
1.
UNDERGROUND UTILITIES AND FEATURES WITHIN JAMES AVENUE, HILLCREST AVENUE & SOUTH UNION AVENUE WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE
LOCATORS (RFL) AND GROUND PENETRATING RADAR(GPR). OTHER BURIED UTILITIES MAY BE PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND
GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100% DETECTION IS NOT GUARANTEED. CAUTION
SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
2.
POSITION OF GEOPHYSICAL FEATURES CANNOT BE GUARANTEED WITHOUT EXPOSURE.
3.
TARGETS WITH LATERAL EXTENTS OF LESS THAN 3 FEET AS OBSERVED IN GEOPHYSICAL DATA WERE NOT MAPPED.
4.
PLOTTED UTILITY POSITIONS AND DEPTHS REPRESENT LOCATION OF MOST APPROPRIATE INTERPRETED GEOPHYSICAL RESPONSE. THIS RESPONSE IS GENERALLY PRESENT
OVER THE TOP CENTER OF THE TARGET BUT MAY BE LOCATED OFF-CENTER DEPENDING ON SIGNAL QUALITY AND THE EFFECTS OF LOCAL INTERFERENCE. FEATURE MAY
BE WIDER THAN PLOTTED LINE (E.G. DUCT BANKS, LARGE CONDUIT).
5.
UTILITIES MAY BE INSTALLED WITHIN A DUCT BANK. DUE TO THE LIMITATIONS OF GEOPHYSICAL EQUIPMENT AND THE LOCATION OF FEATURES WITHIN THE DUCT BANK,
THE ACTUAL
HORIZONTAL AND VERTICAL DIMENSIONS OF THE DUCT BANK SYSTEM (AS OBSERVED IN GEOPHYSICAL DATA) MAY VARY.
6.
DUE TO LIMITATIONS OF GEOPHYSICAL METHODS, IT IS NOT ALWAYS POSSIBLE TO DISCRIMINATE BETWEEN UTILITIES AND OTHER BURIED FEATURES; THEREFORE IT IS
POSSIBLE THAT SOME PLOTTED FEATURES MAY REPRESENT OBJECTS OTHER THAN UTILITIES.
7.
DUE TO VARYING SOIL CONDITIONS, POSSIBLE CHANGES IN UTILITY MATERIAL, AND OTHER FACTORS, SOME UNDERGROUND UTILITIES COULD NOT BE TRACED ENTIRELY
WITHIN THE PROJECT LIMITS. THE UTILITY MAY CONTINUE, BUT SINCE IT WAS NOT OBSERVED IN THE
GEOPHYSICAL DATA BEYOND THESE POINTS, IT COULD NOT BE
MAPPED.
8.
DEPTHS SHOWN FOR UTILITIES ARE IN FEET BELOW EXISTING GROUND SURFACE AT TIME OF SURVEY. AS RFLS CANNOT PROVIDE RELIABLE DETPH INFORMATION, DEPTHS
ARE NOT PROVIDED FOR UTILITIES LOCATED WITH RFLS, BUT NOT DETECTED IN THE GPR DATA.
9.
DUE TO THE SITE SPECIFIC CONDITIONS, GPR SIGNAL PENETRATION DEPTH IS APPROXIMATELY 6 FEET. UTILITIES BELOW THIS DEPTH WERE NOT CONSISTENTLY DETECTED
WITH GPR. THERE MAY BE OTHER UTILITIES PRESENT AT THE SITE BELOW THIS DEPTH THAT WERE NOT DETECTED AND THEREFORE ARE NOT PLOTTED ON THESE MAPS.
10.
ONLY THOSE AREAS DENOTED WITHIN THE PROJECT SITE LIMITS WERE INVESTIGATED WITH GEOPHYSICAL METHODS. NO CLAIMS TO UTILITY POSITION ARE MADE
OUTSIDE OF THESE
BOUNDARIES.
11.
SURFACE OBSTRUCTIONS SUCH AS UTILITY POLES AND HEAVY VEGETATION MAY HAVE LIMITED THE DATA COLLECTION AREA.
12.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
13.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
14.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
15.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO SEPARATE PAYMENT SHALL BE MADE FOR COORDINATING AND
PERFORMING UTILITY RELOCATIONS.
16.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES.
THE CONTRACTOR SHALL COORDINATE WITH IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY..
17.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS
OF WORK.
18.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED
HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT
EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW
AND APPROVAL. THE PLAN MUST BE APPROVED BY THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL
PROVIDE THE LOCAL POLICE DEPARTMENT WITHIN AT LEAST ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT, IF
APPLICABLE. TEMPORARY NO PARKING SIGNS MUST BE POSTED AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE CONSTRUCTION.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING,
UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY CONTRACT DOCUMENTS:
A.N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2007”, AS CURRENTLY
AMENDED;
C.“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE
UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO
USED FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH
THE PROJECT PLANS, SPECIFICATIONS AND DETAILS. THESE DESIGN DRAWINGS HAVE NOT BEEN DRAFTED OVER A SURVEY BASE MAP.
8.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
9.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE INSPECTOR OR CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA
OR MUNICIPAL OFFICIAL.
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE
MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND
ENGINEER. DAMAGED TREES WILL BE REPLACED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO
EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR
RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE CONTRACTOR MUST NOT
DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM
THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE
MADE TO CONTRACTOR FOR DAMAGES TO EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN
ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO
BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
6.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT
BUILDING ENTRANCE TO ALLOW FOR SAFE ACCESS. PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT
PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING WOODEN ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND
BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN
DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO
CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE
ENGINEER.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE
CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT
WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY
LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE
OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
TBR
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-CVER-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-CVER-JAME-HILL.dwg\C-2-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
SURVEY NOTES:
1.
EXISTING FEATURES SHOWN ON THIS PLAN WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR SOUTH UNION AVENUE" DATED
5/21/19, LAST REVISED 8/1/19, AND THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR JAMES AVENUE & HILLCREST AVENUE" DATED 4/15/20, FOR THE TOWNSHIP OF
CRANFORD, PREPARED BY MASER CONSULTING P.A..
2.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM RELATIVE TO THE NEW
JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83. THE VERTICAL POSITION OF THE HEREON SURVEY IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL
REFERENCE STATION SYSTEM, ADJUSTED AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
3.
ALL RIGHT-OF-WAY LINES, PROPERTY LINES, AND EASEMENTS ARE APPROXIMATE AND BASED UPON TAX MAPS.
4.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY
MARK OUTS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ADDITIONAL BURIED
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES
BEFORE ANY CONSTRUCTION BEGINS.
N: 660872.118
E: 543640.695
N: 660630.536
E: 543942.910
JAMES AVENUE
LIVINGSTON
AVENUE
HILLCREST
AVENUE
U
U
U
U
U
U
U
U
U
U
U
U
U
S 51°21'44" E
386.90'
1+00
2+00
3+00
4+00
4+87
EXISTING
CONDITIONS PLAN
3
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DEMO-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DEMO-JAME-HILL.dwg\C-3-EXIS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
H
Y
D
SOUTH UNION AVENUE
LIVINGST
AVENU
4+00
4+87
N: 660630.536
E: 543942.910
H
Y
D
SOUTH UNION AVENUE
WILLIAMS STREE
CHRISTOPHER
STREET
EXISTING
CONDITIONS PLAN
4
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DEMO-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DEMO-JAME-HILL.dwg\C-4-EXIS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
NOTE: EXISTING CONDITIONS DEPICTED ON THIS SHEET IS FOR ESTABLISHING
SURVEY CONTROL ONLY. NO IMPROVEMENTS SHALL BE INSTALLED IN THESE
AREAS UNDER THIS CONTRACT. ALL WORK IN THIS CONTRACT SHALL BE
PERFORMED ON JAMES AVENUE AND HILLCREST AVENUE.
VENUE
JAMES AVENUE
LIVINGSTON
AVENUE
HILLCREST
AVENUE
U
U
U
U
U
U
U
U
U
U
U
U
U
9+00
10+00
11+00
12+00
S
S
'B' INLET S-2 (BY OTHERS)
GR: 69.55
INV.(OUT): 67.52 (P-55) (BY OTHERS)
INV.: M.E.
D
1+00
2+00
3+00
4+00
4+87
30' (TYP.)
'E' INLET S-36
GR: 70.62
INV.(IN): 66.82 (P-42)
INV.(IN): 66.82 (P-51)
INV.(IN): 67.44 (P-56)
INV.(OUT): 66.82 (P-44)
'E' INLET S-37
GR: 70.71
INV.(OUT): 68.03 (P-45)
DBL 'B' INLET S-38
GR: 70.86
INV.(OUT): 68.91 (P-46)
INV.(OUT): 68.91 (P-71)
DBL 'B' INLET S-39
GR: 70.57
INV.(OUT): 68.62 (P-48)
INV.(OUT): 68.62 (P-61)
D
MH BOX S-40
RIM: 71.36
INV.(IN): 67.29 (P-47)
INV.(OUT): 67.29 (P-42)
112 L.F. 24" RCP @
0.42% (P-42)
'B' INLET S-42
GR: 70.38
INV.(OUT): 68.64 (P-59)
114 L.F. 24" RCP @
0.42% (P-44)
23 L.F. 20" DIP @
0.71% (P-45)
'B' INLET S-43
GR: 70.61
INV.(IN): 67.99 (P-46)
INV.(IN): 67.99 (P-71)
INV.(OUT): 67.40 (P-47)
32 L.F. 16" DIP @
2.91% (P-46)
24 L.F. 24" RCP @
0.42% (P-47)
7 L.F. 16" DIP @ 0.27%
(P-48)
D
MH BOX S-44
RIM: 71.55
INV.(IN): 68.40 (P-60)
INV.(IN): 68.32 (P-69)
INV.(OUT): 68.13 (P-52)
6" W
D
MH BOX S-45
RIM: 70.75
INV.(IN): 67.87 (P-45)
INV.(IN): 66.82 (P-52)
INV.(OUT): 66.82 (P-51)
INV.(OUT): 66.82 (P-53)
140 L.F. 24" RCP @
0.93% (P-52)
D
MH BOX S-46 (BY OTHERS)
RIM: 69.78
INV.(IN): 66.34 (P-53)
INV.(IN): 67.44 (P-55) (BY OTHERS)
INV.(OUT): 66.34 (P-54) (BY OTHERS)
INV.(OUT): 66.34 (P-57) (BY OTHERS)
114 L.F. 24" RCP @
0.42% (P-53)
9 L.F. 24" RCP @ 0.00%
(P-54) (BY OTHERS)
21 L.F. 14" DIP @
0.37% (P-55) (BY
OTHERS)
CONCRETE SIDEWALK,
4" THICK (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TBR
TBR
TBR
TBR
TBR
TBR
TBR
TBR
TBR
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK (TYP.)
TOPSOILING, FERTILIZING AND SEEDING, AND
STRAW MULCHING (TYP.)
ADA CURB
RAMP, TYPE 6
ADA CURB
RAMP, TYPE 4
BURIED CONNECTION TO
EXISTING 24" RCP
12 L.F. 24" RCP @
2.25% (P-56)
TC 72.26
BC 71.76
TC 71.50
BC 71.00
TC 71.21
BC 70.71
TC 71.82
BC 71.32
TC 71.82
BC 71.32
TC 71.13
BC 70.63
G 71.80
G 71.80
G 71.80
G 71.80
LOM/LOP
LOM/LOP
LOM/LOP
'B' INLET S-3 (BY OTHERS)
GR: 69.59
INV.(IN): 66.34 (P-54) (BY OTHERS)
INV.(IN): 66.34 (P-44)
INV.(OUT): 66.34 (P-4) (BY OTHERS)
'E' INLET S-47
GR: 71.14
INV.(IN): 68.53 (P-70)
INV.(IN): 68.53 (P-59)
INV.(OUT): 68.53 (P-60)
38 L.F. 18" DIP @
0.33% (P-60)
7 L.F. 16" DIP @ 0.27%
(P-61)
11 L.F. 14" DIP @
0.98% (P-59)
TC 71.96
BC 71.46
RESET SANITARY MANHOLE
ADA CURB RAMP, TYPE 6
ADA CURB
RAMP, TYPE 6
20 LF 10" SAN. DIP, CL.
56 @ EXISTING SLOPE
40 LF 8" SAN. DIP, CL.
56 @ EXISTING SLOPE
20 LF 8" SAN. DIP, CL.
56 @ EXISTING SLOPE
20 LF 10" SAN. DIP, CL.
56 @ EXISTING SLOPE
D
D
RECONSTRUCT EXISTING MODULAR BLOCK
WALL AS REQUIRED TO ACCOMMODATE THE
PROPOSED GRADING, AS APPROVED BY THE
ENGINEER AND THE PROPERTY OWNER
D
MH BOX S-50
RIM: 71.61
INV.(IN): 68.49 (P-68)
INV.(OUT): 68.50 (P-69)
'E' INLET S-51
GR: 71.04
INV.(IN): 68.60 (P-48)
INV.(IN): 68.60 (P-61)
INV.(OUT): 68.60 (P-68)
INV.(OUT): 68.60 (P-70)
39 L.F. 16" DIP @
0.27% (P-68)
13 L.F. 16" DIP @ 1.40%
(P-69)
13 L.F. 16" DIP @
0.50% (P-70)
32 L.F. 16" DIP @
2.84% (P-71)
EXISTING INLET TO BE REMOVED
EXISTING INLET
TO BE REMOVED
BC 71.25
BC 71.03
TC 71.25
TC 71.03
TC 72.28
BC 71.78
BC 71.06
TC 71.06
TC 71.01
BC 71.01
TC 71.07
BC 71.07
TC 71.16
BC 70.66
REMOVE EXISTING STAIRS AND CONSTRUCT POURED
CONCRETE STAIRS WITH DECORATIVE ALUMINUM RAILING
AND FLAGSTONE OR BLUESTONE TREADS, AS APPROVED BY
THE ENGINEER AND THE PROPERTY OWNER
BOTTOM OF STORM PIPE: 67.42
TOP OF SANITARY PIPE: 67.25
BOTTOM OF STORM PIPE: 67.87
TOP OF SANITARY PIPE: 67.70
BOTTOM OF STORM PIPE: 68.40
TOP OF SANITARY PIPE: 68.23
BOTTOM OF STORM PIPE: 68.52
TOP OF SANITARY PIPE: 68.27
BOTTOM OF STORM PIPE: 68.35
TOP OF SANITARY PIPE: 68.18
BOTTOM OF STORM PIPE: 68.47
TOP OF SANITARY PIPE: 68.30
71
71
71
71
71
70
EXISTING INLET TO BE REMOVED
MAINTAIN POSITIVE
DRAINAGE TO S-38
MAINTAIN POSITIVE
DRAINAGE TO S-39
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
EXISTING INLET
TO BE REMOVED
20 LF 8" SAN. DIP, CL. 56 @ EXISTING SLOPE
G 71.80
BOTTOM OF STORM PIPE: 68.46
TOP OF SANITARY PIPE: 68.29
LIMIT OF IMPROVEMENTS
5'
CONTRACTOR TO REMOVE TEMPORARY CONNECTION
OF EXISTING CHANNEL TO PROPOSED INLET, AND
RECONSTRUCT WALL AS REQUIRED (TYP.)
BY OTHERS, PRIOR TO
CONSTRUCTION
CONTRACTOR TO REMOVE TEMPORARY CONNECTION
OF EXISTING CHANNEL TO PROPOSED INLET, AND
RECONSTRUCT WALL AS REQUIRED (TYP.)
PROFILE OF JAMES CENTER LINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
1+00
73.08
71.80
71.80
2+00
71.20
71.80
70.78
71.50
3+00
70.51
71.10
70.29
70.71
4+00
70.04
70.31
69.92
5+00
0.00%
0.79%
GBS: 1+50.00
GBE: 71.80
GBS: 4+46.26
GBE: 69.94
GBS: 2+11.74
GBE: 71.80
DIMENSION PLAN
5
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
NOTE: ALL STORMWATER DIP SHALL BE CLASS 52
PIPE, ALL SANITARY DIP SHALL BE CLASS 56 PIPE
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-LAYT-JAME-HILL.dwg\C-5-LAYOUT By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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.
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.
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.
__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
LIMIT OF IMPROVEMENTS
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED IMPROVEMENTS ON JAMES
AVENUE WEST OF STRUCTURES S-3, S-46, AND S-55. STRUCTURES S-3, S-46, AND S-55 WILL BE INSTALLED BY
OTHERS PRIOR TO CONSTRUCTION STARTING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF
THE TEMPORARY CONNECTION OF EXISTING DRAINAGE CHANNELS TO INLETS S-3 AND S-2 AND
RECONSTRUCTION OF INLET WALLS AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING
PROPOSED PIPE P-44 TO STRUCTURE S-3 AND PROPOSED PIPE P-53 TO STRUCTURE S-46.
BY OTHERS, PRIOR TO
CONSTRUCTION
SOIL EROSION AND SEDIMENT CONTROL PLAN
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION
AND TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
CROSS SECTION OF JAMES CENTER LINE
STATION: 2+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:71.79
TC:71.79
71.02
3.00%
3.00%
1.35%
1.65%
CROSS SECTION OF JAMES CENTER LINE
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:71.55
TC:71.55
70.78
3.00%
1.45%
3.00%
1.50%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:71.15
TC:70.82
70.51
3.00%
7.33%
3.00%
1.08%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+10
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.75
TC:70.75
70.48
3.00%
12.31%
3.00%
4.40%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+30
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.59
TC:70.59
70.39
3.00%
3.19%
3.00%
19.64%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+45
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.47
TC:70.80
70.32
1.25%
3.00%
3.00%
10.62%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.43
TC:70.76
70.29
5.55%
3.00%
3.00%
12.14%
CROSS SECTION OF JAMES CENTER LINE
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.36
TC:70.36
70.04
24.64%
3.00%
3.00%
3.99%
CROSS SECTION OF JAMES CENTER LINE
STATION: 3+83.99
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
TC:70.49
TC:70.49
70.12
3.00%
3.00%
1.56%
1.50%
CROSS SECTIONS
6
MODIFY EXISTING STAIRS AS
REQUIRED, REFER TO LAYOUT
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-LAYT-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-LAYT-JAME-HILL.dwg\C-6-XSEC By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
6" (FULL HEIGHT CURB)
30' (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
5' WIDE CONCRETE
SIDEWALK, 4" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
NOTE: THE BELOW SECTION REPRESENTS THE TYPICAL FINAL SECTION THAT SHOULD BE ACHIEVED. THE
CONTRACTOR SHOULD ATTAIN A MINIMUM OF 6" OF A COMBINATION OF ASPHALT AND CONCRETE VIA A
COMBINATION OF THE EXISTING ASPHALT/CONCRETE SECTION AND PROPOSED ASPHALT. THE PROPOSED CROSS
SECTIONS DEPICTED ON THESE PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE
PROPOSED ASPHALT NEEDED TO ACHIEVE THE FINAL SECTION. REFER TO TYPICAL ROAD SECTION DETAIL.
SOIL EROSION & SEDIMENT
CONTROL DETAILS
7
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
2
11/01/18
MCNJ-SOIL-EROS-1100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
4
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
3
05/01/17
MCNJ-SOIL-EROS-2500
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
1 WEEK
- INSTALL DRAINAGE IMPROVEMENTS
2 WEEKS
- INSTALL CURB, INLET UPGRADES, AND SIDEWALK REPAIR
2 WEEKS
- PAVEMENT IMPROVEMENTS
1 WEEK
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING 2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 8 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED
AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE = 8,856 SF OR 0.20 ACRES
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DTLS-JAME-HILL.dwg\C-7-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
20.
TOPSOIL STOCKPILE PROTECTION
20.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
20.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
20.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
20.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
20.f.
PROPERLY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE.
21.
TEMPORARY STABILIZATION SPECIFICATIONS
21.a.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.b.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
21.c.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
21.d.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
21.e.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
22.
PERMANENT STABILIZATION SPECIFICATIONS
22.a.
APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)
22.b.
APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.c.
APPLY FERTILIZER (10-20-10) AT A RATE 11 LBS. PER 1000 SQ. FT.
22.d.
APPLY PERENNIAL RYEGRASS SEED AT 1 LB. PER 1000 SQ. FT. AND ANNUAL RYEGRASS
SEED AT 1 LB. PER 1000 SQ. FT.
22.e.
MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS. PER 1000 SQ. FT.
22.f.
APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH.
NOTE: 72 HOURS PRIOR TO ANY SOIL DISTURBANCE, NOTICE IN WRITING, SHALL BE GIVEN
TO THE SOMERSET UNION SOIL CONSERVATION DISTRICT AND A PRE-CONSTRUCTION
MEETING HELD.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE, DIVERSIONS, SEDIMENT
BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11 THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION, MULCH ANCHORING AND MAINTENANCE. ALL
GRADING SHOULD BE DONE IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE STANDARD FOR
TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON
SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING PH OF 5.0 OR
MORE IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH
AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE
LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500
POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE IN
ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS
THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE
SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW
IS A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE
LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE SHOULD BE SCARIFIED 6"
TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE
IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES. THE FINAL
HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE
UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION AND OTHER
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS OR OTHER UNSUITABLE
MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED WITHIN THE DATES
SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE
(CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED,
HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24
HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH
OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER
MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK, WITH AN AGITATION SYSTEM
AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE
PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH
MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE
APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT
OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS
TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS,
STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL
CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED
METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER
CONSERVATION ON SITE WILL BE MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR OR SALT HAY TO BE
APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT
THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE
AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND
THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO
THE PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER
PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER OR LIQUID MULCH
BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER
CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500
POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED
BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO
FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
05/01/17
MCNJ-SOIL-NOTE-1013
MOD: 07/07/20
CONSTRUCTION DETAILS
8
MILLED AREA
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
STOP BAR
12" WHITE STOP LINE (TYPICAL)
(24" WHITE STOP LINE AT
SIGNALIZED INTERSECTIONS)
CURB
4" DOUBLE YELLOW
ALL STRIPES SHALL BE EPOXY RESIN
ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC
STOP BAR LINE DETAIL
N.T.S.
RECONSTRUCTED INLET OR MANHOLE, USING EXISTING CASTING
N.T.S.
CURB
SURFACE COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT WIDE
(PRECAST OR MADE
ON SITE)
REMOVE EXISTING CASTING
WALL AS REQUIRED
NEW
MATERIAL
CONCRETE CURB FLUSH
WITH PAVEMENT
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB
N.T.S.
16" MIN
12"
EXISTING
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT, COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
2.
FLUSH CURBS AT HANDICAP RAMPS SHALL BE POURED MONOLITHICALLY WITH HANDICAP RAMP. FLUSH
BELGIAN BLOCK CURB IS NOT ACCEPTABLE.
MAX RAMP SLOPE 1:12
PAVEMENT
FLUSH WITH
RAMP
HANDICAP RAMP DETAIL
N.T.S.
4" DENSE GRADED AGGREGATE BASE COURSE, 4" THICK
(INCLUDED UNDER SIDEWALK ITEM)
CONSTRUCTION JOINT
(FALSE)
4" THICK NJDOT CLASS B CONCRETE
BROOM FINISH
PREMOLDED
EXPANSION
JOINT FILLER
4'-0" AND VARIES
(SEE PLANS)
VARIES
GENERALLY 4'TO 5'
4"
N.T.S.
4" THICK CONCRETE SIDEWALK OVER 4" DGA
0.4"
0.9"
0.2"
0.2"
0.9"
2.35"±
2.35"±
1. DOMES SHALL BE ALIGNED ON A SQUARE GRID
IN THE PREDOMINANT DIRECTION OF TRAVEL
TO PERMIT WHEELS TO ROLL BETWEEN
DOMES.
2. THERE SHALL BE A MINIMUM OF 70 PERCENT
CONTRAST IN LIGHT REFLECTANCE BETWEEN
THE DETECTABLE WARNING AND ADJOINING
SURFACE, OR THE DETECTABLE WARNING
SHALL BE "SAFETY YELLOW". THE MATERIAL
USED TO PROVIDE VISUAL CONTRAST SHALL BE
AN INTEGRAL PART OF THE DETECTABLE
WARNING SURFACE.
DETECTABLE WARNING SURFACE
N.T.S.
N.T.S.
RESET EXISTING MANHOLE CASTINGS
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1.
CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2.
MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3.
THOROUGHLY CLEAN AND HAMMER INSPECT.
4.
CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE INDICATED OR
SPECIFIED.
BITUMINOUS WATERPROOFING MATERIAL:
1.
H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2.
AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3.
BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
4.
OR APPROVED EQUAL.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
4 3/8"
C
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
SECTION B-B
SECTION A-A
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
B
B
A
A
SECTION C-C
3/4"
5/8"
4 3/8"
3'- 11 3/4"
C
2 1/2"
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
N.T.S.
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
NJ TYPE B
6" OR 8"
AS REQ'D BY
ENGINEER
30"
36"
4"
5-1/2"
NJ TYPE D
6" OR 8"
AS REQ'D BY
ENGINEER
2"
3/8"
3/8"
1-3/8"
2"
7-1/2"
3"
3D BROOK TROUT DESIGN
48"
54"
1/2"R. TYP
1"
1-1/2"
1-1/2"
CURB PIECE (NJDEP TYPE 'N' ECO)
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618, TYPE N, OR APPROVED EQUAL
1-1/4"
20"
HOT MIX ASPHALT DRIVEWAY, 6" THICK
N.T.S.
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2"
2"
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
5' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
PREMOLDED
EXPANSION
JOINTS
GRANITE
BLOCK CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
EXISTING ROADWAY
NEW
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK
EXISTING
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
SAWCUT & TACK COAT EXISTING
ROADWAY PRIOR TO PAVING
NOTES:
1.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR UNSUITABLE SOIL CONDITIONS
SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE REVIEWED AND
APPROVED BY THE ENGINEER PRIOR TO INSTALLING PAVEMENT REPAIR.
2.
CONTRACTOR IS TO SUBMIT A PAVING PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION.
3.
MATERIALS AND METHODS USED SHALL COMPLY WITH NJDOT SPECIFICATIONS.
4.
HMA PAVEMENT REPAIR SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND
COMPACTION OF DENSE-GRADED AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE.
5.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA
PAVEMENT REPAIR. THE PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM,
HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK.
APPROVED SUBGRADE
N.T.S.
EXISTING CONCRETE BASE
9 X 18 CONCRETE VERTICAL CURB
CONCRETE
NJDOT CLASS "B"
18"
9"
8"
1" RAD. TYP.
N.T.S.
AS REQ'D
6" TYP.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DTLS-JAME-HILL.dwg\C-8-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
VARIES
VARIES
TYPICAL ROAD SECTION
N.T.S.
VARIABLE ROAD WIDTH - SEE PLAN
CURB WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
MILL/PROFILE MILL, PERFORM FULL DEPTH REPAIR,
AND PAVE ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CURB WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% TYP.
2% MAX
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
AFTER MILLING/PROFILE MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M964 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
CONSTRUCTION DETAILS
9
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF
TERMINAL INLETS, BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET
PIPE AT A RATE OF GRADE OF 2 INCHES PER
FOOT.
2.
PROVIDE COPOLYMER PLASTIC STEEL
REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATES TO BE CAMPBELL
FOUNDRY PATTERN NO. 2618 OR APPROVED
EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED,
WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO
INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE
INCREASED 12" IN WIDTH AND TO 12" IN
DEPTH.
5.
INSTALL BUTYL RUBBER (ASTM C-990)
BETWEEN RISER SECTIONS
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
NO. 57 CLEAN
STONE BEDDING
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
TYPE 'B' INLET
N.T.S.
THE CONCRETE STRUCTURE IS CAST WITH THE
GASKET IN PLACE, SO THE GASKET BECOMES AN
INTEGRAL PART OF THE WALL
A-LOK X-CEL GASKET, OR APPROVED EQUAL
PIPE TO CONCRETE STRUCTURE CONNECTOR
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL MEET THE REQUIREMENTS OF
ASTM C-923. THIS CONNECTION IS TO BE USED IN ALL MANHOLES AND INLETS.
15 DEGREES
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
MIN. TRENCH WIDTH
1.25 O.D. + 1 FT
(TYPE 3 BEDDING)
NOTES:
1.
ALL REINFORCED CONCRETE PIPE AND BACKFILL SHALL BE INSTALLED IN
ACCORDANCE WITH ASTM C1479.
2.
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS V CIRCULAR PIPE
UNLESS OTHERWISE SPECIFIED, CONFORM TO ASTM C76 AND AASHTO
M170.
ASTM C33 FINE
AGGREGATE
No. 57 STONE
BEDDING
UNDISTURBED
EARTH OR
COMPACTED
SUBGRADE
6"
1/6 O.D.
D
D/3
GRADE
RCP PIPE
N.T.S.
RCP PIPE BEDDING DETAIL
VARIES SEE PLAN
TO PAVEMENT SECTION
PAVEMENT - REFER TO
PAVEMENT REPAIR DETAIL
3' MIN.
6"MIN.
STORM SEWER/UTILITY
SANITARY PIPE
VARIES
OD/2
6"X6"-6/6
WELDED WIRE
FABRIC
UNDISTURBED SOIL
3'-0"
MIN.
MIN.
6"
CLASS "B"
CONCRETE
DIA.
DIA.
6"
MIN.
STORM SEWER/UTILITY
SEWER PIPE
6"
MIN.
UNDISTURBED SOIL
CONCRETE ENCASEMENT
N.T.S.
NOTES:
1. TO BE CONSTRUCTED WHERE SHOWN ON THE PLANS OR WHERE CLEARANCE
BETWEEN SANITARY SEWER PIPE AND WATER MAIN IS LESS THAN 10' HORIZONTAL
AND 18" VERTICALLY OR AS DIRECTED IN THE FIELD BY THE ENGINEER.
PROPOSED CONCRETE CRADLE
TO SUPPORT CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT EXCAVATED
MATERIAL - SEE SANITARY DETAIL
PROPOSED STORM
PIPE/UTILITY
18"
CONCRETE CRADLE
N.T.S.
FINISHED GRADE
SEWER PIPE
3'-0"
SECTION A-A
8"
8"
VARIABLE
MANHOLE BOX (3' X 3')
N.T.S.
4'-0"
3'-0"
8"
6"
8"
7"
VARIABLE
4'-0"
SECTION B-B
STRUCTURE
FOUNDATION
TO BE EXTENDED
6" WHERE DEPTH
EXCEEDS 8' EXCEPT
IN ROCK
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & GRATED LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
6" NO. 57 STONE
BEDDING
6" NO. 57 STONE
BEDDING
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE
OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
INLETS SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL
REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1230A, SQUARE FLANGE FLARED TYPE FRAME OR
APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE FOOTING SHALL BE
EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
18"
18"
6"
6"
CLASS "B" CONCRETE MIN. 6"
AROUND PIPE CIRCUMFERENCE
BREAK AT EXISTING
JOINT OR NEAT CUT
NOTES:
1.
COAT ALL SURFACES TO BE ENCASED IN CONCRETE COLLAR WITH APPROVED
EPOXY BONDING COMPOUND. NO SEPARATE PAYMENT WILL BE MADE FOR THE
CONCRETE COLLAR. INCLUDE COST IN THE VARIOUS PIPE ITEMS.
2.
CONTRACTOR SHALL DISPLACE JOINT AS REQUIRED TO ACHIEVE HORIZONTAL
ALIGNMENT AND VERTICAL ALIGNMENT AS REQUIRED TO ACHIEVE PROPOSED
INVERTS.
PIPE TO PIPE CONNECTION
N.T.S.
1-3/8"
5-5/8"
28-15/16"
27"
38"
46"
PLAN
No. 1230A
SQUARE MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1230A, OR APPROVED EQUAL
N.T.S.
4'-0"
SECTION A-A
6" (SEE NOTE # 5)
8"
VARIES
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED
AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF CONCRETE OR PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH
1/2" DIA. GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT
INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN # 3425 OR APPROVED
EQUAL.
5.
WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE
AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B"
7.
IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER
MANUFACTURER'S SPECIFICATION.
8.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
3'-6"
6"
7"
VARIES
SECTION B-B
PLAN
2"
A
A
B
B
6"
FRAME AND GRATE
DEPTH OF CONCRETE INVERT TO BE 0.8
THE DIAMETER OF THE MAIN LINE
(SEE NOTE # 1)
6" NJDOT #57 CRUSHED STONE
BEDDING ON UNDISTURBED
EARTH
FRAME AND GRATE
LADDER
RUNGS
12" O.C.
6" (SEE NOTE # 5)
8"
TYPE "E" INLET
N.T.S.
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE
DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES
PER FOOT.
2.
THIS INLET SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH
1/2" DIA. GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT
INSERTS, OR APPROVED EQUIVALENT.
4.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY # 2618 WITH 6" TYPE N ECO
CURB PIECE OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK CONCRETE OR 8"
SOLID CONCRETE BLOCK AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE
OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
SECTION B-B
PLAN
B
B
A
A
SECTION A-A
3"
VARIES
3'-6"
7"
VARIES
6" (SEE NOTE # 5)
8'-9"
6"
2"
6" (SEE NOTE # 5)
FRAME AND GRATE
CURB
STEEL BEAM W 8 X 31
SHALL BE HOT DIP
GALVANIZED
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
BRICK AND MORTAR TO
GRADE, 12" MAXIMUM
DEPTH OF CONCRETE
INVERT TO BE 0.80 THE
DIAMETER OF THE MAIN
LINE (SEE NOTE #1)
LADDER RUNGS 12" O.C.
6" OR 8" CONCRETE
(SEE NOTE #5)
INVERT
STEEL BEAM W 8 X 31 SHALL
BE HOT DIP GALVANIZED
FRAME & GRATE
8"
8"
TYPE "DOUBLE B" INLET
N.T.S.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DTLS-JAME-HILL.dwg\C-9-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
CONSTRUCTION DETAILS
10
GENERAL SANITARY SEWER MAIN TRENCH NOTES:
1.
BACKFILL SHALL BE TAMPED MECHANICALLY IN 6" MAXIMUM LIFTS TO 95% DENSITY TO 12" ABOVE THE PIPE; FROM 12"
ABOVE PIPE TO PAVEMENT OR GRADE LIFTS SHALL NOT EXCEED 18". ALL BACKFILL SHALL BE COMPACTED TO 95% DENSITY
(UNPAVED AREAS) OR 98% DENSITY (PAVED ROADS). AT A MINIMUM, THE CONTRACTOR SHALL UTILIZE A WALK BEHIND
VIBRATORY COMPACTOR OR OTHER MECHANICAL MEANS TO ACHIEVE THE REQUIRED COMPACTION DENSITY. THE USE
OF "JUMPING JACK" COMPACTORS AS THE SOLE MEANS OF COMPACTION WILL NOT BE ACCEPTED.
2.
ALL TRENCHES IN EXISTING PAVEMENT MUST BE SAWCUT.
3.
SELECT EXCAVATED MATERIAL SHALL CONSIST OF MATERIALS WHICH ARE FREE FROM VEGETATIVE MATTER SUCH AS
ROOTS, MULCH, TOPSOIL, ORGANIC MATTER AND CONTAINS NO STONES LARGER THAN 6 INCHES IN THEIR LARGEST
DIMENSION. THE MATERIAL MUST BE COMPACTABLE TO 98% DENSITY BENEATH ROADS AND 95% DENSITY BENEATH
UNPAVED AREAS.
4.
WHERE NECESSARY, PARTICULARLY FOR SAFETY OR TO PREVENT DISTURBANCE, DAMAGE OR SETTLEMENT OF ADJACENT
STRUCTURES, PIPELINES, UTILITIES, IMPROVEMENTS OR PAVING, EXCAVATION SHALL BE ADEQUATELY SHEETED AND
BRACED.
5.
SHEETING AND BRACING OF ALL EXCAVATION SHALL COMPLY WITH NEW JERSEY CONSTRUCTION AND SAFETY CODES
AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT.
6.
WHERE SHEETING IS USED, IT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY,
SAID ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A SIGNED AND SEALED CERTIFICATE STATING THAT THE
DESIGN OF THE SHEETING AND BRACING CONFORMS TO ALL APPLICABLE REQUIREMENTS OF THE NEW JERSEY
CONSTRUCTION SAFETY CODE AND THE OCCUPATIONAL HEALTH AND SAFETY ACT. COPIES OF THIS CERTIFICATE SHALL
BE SUBMITTED TO THE ENGINEER.
7.
THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS (29 CFR PART 1926). AS SUCH, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A *COMPETENT PERSON* AS DEFINED IN THE OSHA STANDARDS
AND AS REQUIRED BY THE STANDARDS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SELECTION, DESIGN,
INSTALLATION , AND IMPLEMENTATION OF ALL "PROTECTIVE SYSTEMS" AS DEFINED IN THE OSHA STANDARDS. THE
PIPELINE DESIGN BY THE OWNER OR THE ENGINEER DOES NOT INCLUDE THE DESIGN OF "PROTECTIVE SYSTEMS" SINCE
THE DESIGN OF THE "PROTECTIVE SYSTEMS" IS THE RESPONSIBILITY OF THE CONTRACTOR.
8.
THE CONTRACTOR MUST FOLLOW PROPOSED SHEETING PLANS SUBMITTED. NO DEVIATIONS MAY BE MADE FROM THE
FILED PROCEDURE WITHOUT FIRST SUBMITTING A REVISED SHEETING AND BRACING PLAN, SIGNED AND CERTIFIED AS
REQUIRED FOR THE ORIGINAL SUBMISSION, BY THE SAME LICENSED PROFESSIONAL ENGINEER WHO PREPARED THE
ORIGINAL SUBMISSION.
9.
ANY DAMAGE TO NEW OR EXISTING STRUCTURES OCCURRING THROUGH SETTLEMENT, WATER OR EARTH PRESSURE OR
OTHER CAUSES DUE TO INADEQUATE BRACING OR THROUGH NEGLIGENCE OR FAULT OF THE CONTRACTOR IN ANY
OTHER MANNER, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
10.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION AND BACKFILL, REMOVAL OF EXISTING
SANITARY SEWER ABANDONED UTILITIES, PIPE BEDDING, CONCRETE ENCASEMENT, DEWATERING, ABANDONMENT OF
EXISTING SEWER UTILITIES OR REMOVAL IF REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION
INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, CURB, DRIVEWAY, SIDEWALK, FENCE, LANDSCAPING, COUPLINGS,
BYPASS PUMPING, SERVICE SADDLES, DETECTABLE WARNING TAPE OR TESTING. ALL COSTS TO BE INCLUDED IN THE
VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
11.
THE ABOVE DEPICTED DETAIL IS APPLICABLE TO TEST PITS. WHEN BACKFILLING AND RESTORING SURFACE OF TEST PIT
PAYMENT INCLUDED UNDER THE PAY ITEM FOR TEST PIT.
BACKFILL:
CONTROLLED LOW STRENGTH MATERIAL
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO
PAVEMENT REPAIR DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
(PIPE O.D.)/2
PIPE (REFER TO PLAN)
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
(DO NOT INCLUDE ON 16" STORM SEWER DIP)
DIP SANITARY/STORM SEWER TRENCH DETAIL
N.T.S.
NOTES:
1.
PIPE SHALL BE INTERIOR LINED WITH CERAMIC EPOXY, PROTECTO 401, OR APPROVED EQUAL DUCTILE
IRON PIPE (DIP) WITH EXTERIOR ASPHALTIC COATING. ALL STORMWATER DIP SHALL BE CLASS 52 PIPE,
ALL SANITARY DIP SHALL BE CLASS 56 PIPE.
2.
ALL DIP PIPE SHALL BE POLYETHYLENE ENCASED, AS PER THE PROVISIONS OF ANSI/AWWA C105/A21.5
SANITARY SEWER NOTES
N.T.S.
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
Customer Loyalty through Client Satisfaction
w w w . m a s e r c o n s u l t i n g . c o m
PROTECT YOURSELF
Copyright ©
2020. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
use only by the party for whom the services were contracted or to
whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
the express written consent of Maser Consulting, P.A.
State of N.J. C.O.A.: 24GA27986500
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Office Locations:
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C O N S U L T I N G P. A.
n NEW JERSEY
n NEW YORK
n PENNSYLVANIA
n VIRGINIA
n FLORIDA
n NORTH CAROLINA
n NEW MEXICO
n MARYLAND
n GEORGIA
n TEXAS
n TENNESSEE
n COLORADO
C-DTLS-JAME-HILL
MT. ARLINGTON OFFICE
400 Valley Road
Suite 304
Mount Arlington, NJ 07856
Phone: 973.398.3110
Fax: 973.398.3199
C\CDT062\Engineering\Site Plans\C-DTLS-JAME-HILL.dwg\C-10-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CONSTRUCTION PLANS
JAMES AVENUE
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
STATE OF NEW JERSEY
AS SHOWN
7/21/20
PPC
BKP
CDT062
18
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__________________________
of
FOR
PTH
ENGINEER - LICENSE NUMBER: GE45154
CARL P. O'BRIEN
NEW JERSEY PROFESSIONAL
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: KENSINGTON AVENUE AND EDGAR AVENUE DRAINAGE IMPROVEMENTS ---
MAYOR
KATHLEEN MILLER PRUNTY
DEPUTY MAYOR
JASON GAREIS
TOWNSHIP COUNCIL
BRIAN ANDREWS, COMMISSIONER OF PUBLIC
WORKS AND ENGINEERING
GINA BLACK, COMMISSIONER OF PUBLIC
AFFAIRS
MARY O'ÇONNOR, COMMISSIONER OF
FINANCE
TOWNSHIP ADMINISTRATOR
JAMIE CRYAN
Certificate No. 24GA28016600
412 Mount Kemble Avenue, Suite G22
Morristown, NJ 07960
T +1 (908) 730 6000 F +1 (973) 267 2890
AUGUST 2022
INDEX OF DRAWINGS
LOCATION MAP
NOT TO SCALE
KENSINGTON AVENUE AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
CRANFORD TOWNSHIP
UNION COUNTY, NEW JERSEY
PROJECT LOCATION:
KENSINGTON AVENUE -
RIVERSIDE DRIVE TO
BELMONT AVENUE
EDGAR AVENUE-
VENETIA AVENUE TO
HENLEY AVENUE
ELIZABETHTOWN GAS
520 GREEN LANE
UNION, NJ 07083
GREG BALINT (908) 662-8321
COMCAST
800 RAHWAY AVE
UNION, NJ 07083
ROBERT KNOEPFEL (732) 604-744 EXT 6202293
PSE&G
472 WESTON CANAL ROAD
SOMERSET, NJ 08873
JONATHAN HALLENBECK (973) 764-3243
PUBLIC UTILITIES
NEW JERSEY AMERICAN WATER
1341 NORTH AVE
PLAINFIELD, NJ 07062
SCOTT SCHREIBER (908) 791-3464
VERIZON FIOS ENGINEERING
290 WEST MOUNT PLEASANT AVE, FLR G., BLDG 4
LIVINGSTON, NJ 07083
CARLOS DIAS (732) 577-7414
NOTE:
PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE ALL
UTILITIES MARKED OUT BY THE APPROPRIATE UTILITY
COMPANIES BY CALLING 1-800-272-1000 OR 811.
JOINT MEETINGS
500 SOUTH FIRST STREET
ELIZABETH, NJ 07202
JOSEPH BONACCOROS, SUPERINTENDENT
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVE
RAHWAY, NJ 07065
ROBERT L. VALENT (732) 388-0868
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/26/2022
INDEX OF DRAWINGS
SHEET NUMBER
SHEET TITLE
1
COVER
2
LEGEND, TIES, GENERAL NOTES, DETAILS AND
SCHEDULE OF ITEMS
3
EXISTING CONDITIONS PLAN- KENSINGTON AVENUE
4
EXISTING CONDITIONS PLAN- EDGAR AVENUE
5
KENSINGTON AVENUE- PLAN & PROFILE
6
BELMONT AVENUE- PLAN & PROFILE
7
EDGAR AVENUE- PLAN & PROFILE
8
EDGAR AVENUE- PLAN & PROFILE
9
ROADWAY CROSS SECTIONS
10
ROADWAY CROSS SECTIONS
11
EDGAR ROAD CENTER LINE PROFILE
12
CONSTRUCTION DETAILS
13
CONSTRUCTION DETAILS
14
TRAFFIC CONTROL DETAILS
15
SESC DETAILS
16
SESC NOTES
DATE
REVISED
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
08/26/2022
S
GV
CO
EX FIRE HYDRANT
EX GAS SERVICE MARKOUT
EX GAS VALVE
EX SANITARY CLEAN OUT
EX SANITARY MANHOLE
SURVEY BENCHMARK
SURVEY MONUMENT
EX UTILITY POLE
EX WATER METER
EX WATER SERVICE VALVE
EX WATER VALVE
EX "A" INLET
EX. SEWER MAIN
EX. WATER MAIN
EX. GAS MAIN
EX. STORM PIPE
EX. SEWER LATERAL
EX. WATER SERVICE
PROP. "A" INLET
PROP. STORM SEWER MANHOLE
WM
PROP. UTILITY BYPASS
PROP. STORM SEWER PIPE
EX. SIDEWALK
EX. CURB
EX. DRIVEWAY
EX. GUTTER
EX STORM SEWER MANHOLE
D
EX GUY WIRE
EX. ELECTRIC CROSSING
EX. COMCAST CROSSING
D
PROP. SANITARY SEWER MANHOLE
S
CO
PROP. SANITARY CLEAN OUT
PROP. SANITARY SEWER MAIN
PROP. PIPE COUPLING
PROP. FLOW DIRECTION
PROP. SANITARY SEWER LATERAL
SURVEY CONTROL POINTS
(SEE SHEET 3-4)
NO.
NORTH COORD.
EAST COORD.
ELEVATION
POINT #1
668430.46
545455.66
66.06
POINT #2
668194.35
545316.27
64.22
POINT #3
667950.17
545139.45
62.43
POINT #4
667741.33
545020.55
62.29
POINT #5
667542.97
544836.24
62.19
POINT #6
667518.15
544826.87
67.62
MAG NAIL-1
668141.08
544897.37
64.23
MAG NAIL-2
667541.03
545616.76
64.90
EDGAR AVENUE - ALIGNMENT DATA
Number
L1
L2
L3
L4
Length
231.50
106.51
547.38
19.38
Line/Chord Direction
S51° 40' 16.80"E
S51° 22' 08.79"E
S51° 31' 59.20"E
S51° 31' 59.20"E
Start Station
0+00.00
2+31.50
3+38.01
8+85.39
End Station
2+31.50
3+38.01
8+85.39
9+04.77
℄
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
14
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
GENERAL NOTES
LEGEND
1.
ALL ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED UPON NAVD 1988 UNLESS
OTHERWISE NOTED.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT IN AN APPROVED MANNER ALL
EXISTING THRUST BLOCKS WHICH ARE RESTRAINING EXISTING UTILITIES. EXISTING
THRUST BLOCKS SHALL NOT BE UNDERMINED.
3.
THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING STRUCTURES AND
UTILITIES. ANY DAMAGE TO EXISTING STRUCTURES OR UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND ALL COSTS FOR REPAIRS SHALL BE BORNE BY
THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN
ACCORDANCE WITH THE "UNDERGROUND FACILITY PROTECTION ACT" (P.L. 1994 CH. 118)
AND PROVIDE THE ENGINEER WITH THE NOTIFICATION CONFIRMATION NUMBER PRIOR TO
ANY EXCAVATION.
4.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL UTILITY MARKOUTS AND
FORWARDING CONFIRMATION NUMBERS TO THE OWNER AND ENGINEER.
5.
AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING SUBSTRUCTURES AND
UTILITIES HAS BEEN COLLECTED FROM VARIOUS SOURCES. THE RESULTS OF SUCH
INVESTIGATIONS AS MAY BE SHOWN ON THE CONTRACT DRAWINGS, ARE NOT
GUARANTEED AS TO ACCURACY OR COMPLETENESS. ALL EXISTING UTILITIES ARE SHOWN
FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL DIG TEST PITS TO VERIFY
TRUE AND EXACT LOCATIONS OF UNDERGROUND LINES, AS HE DEEMS NECESSARY TO
COMPLETE THE CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
6.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR
TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
NECESSARY PERMITS FROM THE AFFECTED UTILITY COMPANIES AND FOR SCHEDULING OF
INSPECTIONS BY UTILITY COMPANY PERSONNEL, IF REQUIRED, DURING CONSTRUCTION.
7.
THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ROAD OPENING PERMITS FROM
THE MUNICIPALITY AND/OR COUNTY AND COMPLY WITH THE REQUIREMENTS OF THE
MUNICIPALITY AND/OR COUNTY.
8.
THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL LAWS, ORDINANCES,
ETC. IN THE EXECUTION OF THIS WORK.
9.
THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE "HIGH VOLTAGE
PROXIMITY ACT". EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO
UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION IN AN
APPROVED MANNER TO PREVENT DAMAGE OR INTERRUPTION OF SERVICE TO OVERHEAD
OR UNDERGROUND FACILITIES. THE COST TO PROVIDE THIS PROTECTION WILL BE BORNE
BY THE CONTRACTOR.
10.
PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A WORK
SCHEDULE, AND CERTIFICATES OF INSURANCE (FOR GENERAL AND SUBCONTRACTORS)
TO THE OWNER AND ENGINEER FOR APPROVAL.
11.
ALL EXCESS RECYCLABLE DEMOLITION MATERIAL SHALL BE REMOVED AND DISPOSED OF
AT AN APPROVED RECYCLING FACILITY AT NO ADDITIONAL COST TO THE OWNER.
12.
ALL RUN-OFF SHALL BE SCREENED BY APPROPRIATE SILT FENCING, HAY BALES, ETC., IN
ACCORDANCE WITH SOIL EROSION PLANS TO PREVENT DISRUPTION OF MUNICIPAL
FACILITIES AND STREETS.
13.
THE CONTRACTOR IS ADVISED THAT ALL MUNICIPAL PUBLIC NUISANCE LAWS AND NOISE
ORDINANCES SHALL BE OBSERVED DURING THE COURSE OF CONSTRUCTION.
14.
THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN APPROPRIATE SIGNAGE FOR
TRAFFIC CONTROL AND PEDESTRIAN SAFETY DURING CONSTRUCTION.
15.
CONTRACTOR ACKNOWLEDGES THAT HE HAS UNDERTAKEN WHATEVER PRE-BID
INVESTIGATIONS HE DEEMS NECESSARY TO ASCERTAIN THE COMPOSITION, SIZE, SHAPE,
LOCATION, AND DEPTH OF MATERIALS THAT WILL BE DEMOLISHED AND REMOVED THAT
PRESENTLY EXIST ABOVE OR BELOW GRADE, WITHIN THE LIMIT OF CONSTRUCTION.
16.
WITHIN THE LIMIT OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE, REPLACE, RESET
EXISTING VALVE BOX COVERS AND CASTINGS AS REQUIRED AND DIRECTED BY THE
ENGINEER.
17.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL
MEASURES DURING THE CONSTRUCTION PERIOD.
18.
TIME IS OF THE ESSENCE FOR FINAL COMPLETION OF ALL WORK WITHIN THE TIME LIMIT
ESTABLISHED AND FOR INTERMEDIATE COMPLETION OF THE WORK COVERED BY THE
INTERMEDIATE TIMES ESTABLISHED IN SECTION 0.21 - "TIME LIMIT" OF THE INFORMATION
FOR BIDDERS SECTION OF THE CONTRACT DOCUMENTS.
19.
THE CONTRACTOR SHALL MAINTAIN THE FLOW OF ALL STREAMS, DRAINAGE DITCHES,
STORM SEWERS AND SANITARY SEWERS AT ALL TIMES BY A MEANS ACCEPTABLE TO THE
ENGINEER AND ALL RESPONSIBLE AGENCIES.
20.
ALL AREAS ADJACENT TO NEWLY INSTALLED GRANITE CURBING, SIDEWALK, ETC. SHALL BE
BACKFILLED TO FINISHED GRADE PRIOR TO THE END OF THE DAY TO ELIMINATE ANY
POTENTIAL HAZARDS. ALL AREAS OF DISTURBANCE SHALL BE GRADED SO AS TO
ELIMINATE ANY MOUNDS AND/OR DEPRESSIONS PRIOR TO THE END OF EACH DAY TO
ELIMINATE ANY POTENTIAL HAZARDS.
21.
ALL SHOP DRAWINGS, MATERIALS AND EQUIPMENT TO BE INSTALLED AND ALL OTHER
REQUIRED SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR
TO INSTALLATION.
22.
CONTRACTOR SHALL REPLACE ALL LANDSCAPE STONE IN AREAS REQUIRED TO BE
DISTURBED OR DESTROYED DURING CONSTRUCTION OF CONCRETE VERTICAL CURB,
CONCRETE GUTTER, CONCRETE SIDEWALK, AND CONCRETE DRIVEWAY APRONS WITH
LANDSCAPE STONE OF SAME SIZE, SHAPE, DEPTH, TEXTURE AND COLOR. CONTRACTOR
SHALL NOT BE COMPENSATED FOR REPLACEMENT OF LANDSCAPE STONE DISTURBED OR
DESTROYED OUTSIDE OF THOSE AREAS WHERE DISTURBANCE OF EXISTING STONE IS
NECESSARY.
23.
THE CONTRACTOR OR HIS REPRESENTATIVE IS TO DESIGNATE AN INDIVIDUAL FOR
CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT
TO N.J.A.C. 5:23-2.21(E) OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE AND C.F.R.
1926.32(F) (OSHA COMPETENT PERSON).
24.
THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES, FLOW AND PRESSURES
UNLESS WRITTEN APPROVAL BY THE RESPONSIBLE UTILITY PERMITS HIM TO DO
OTHERWISE.
25.
ALL WORK WHICH MAY HAVE AN INFLUENCE, OR EFFECT THE OPERATIONS OF THE UTILITY
FACILITIES SHALL BE SCHEDULED IN CONJUNCTION WITH THE UTILITY SUPERINTENDENT
AND THE CONTRACTOR SHALL COOPERATE AT ALL TIMES TO MAINTAIN SATISFACTORY
OPERATION OF THE UTILITIES.
26.
PRIOR TO ANY CONNECTION TO EXISTING FACILITIES, THE CONTRACTOR SHALL NOTIFY
THE OWNER. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE DONE AT THE
CONVENIENCE OF THE OWNER.
27.
EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND FACILITIES
OR UTILITY POLES WILL REQUIRE PROTECTION IN AN APPROVED MANNER TO PREVENT
DAMAGE OR INTERRUPTION OF SERVICE TO UNDERGROUND FACILITIES. THE COST TO
PROVIDE THIS PROTECTION WILL BE BORNE BY THE CONTRACTOR.
28.
THE CONTRACTOR SHALL BROOM SWEEP STREETS, USE APPROVED METHOD TO CONTROL
DUST AND HOSE DOWN THE PAVEMENT TO KEEP SURFACE CLEAN.
29.
DETOURING OF TRAFFIC, SHALL BE COORDINATED WITH LOCAL OFFICIALS (FIRE, POLICE,
FIRST AID, BOARD OF EDUCATION BUS COORDINATOR, ETC.) REFER TO SPECIFICATIONS
AND TRAFFIC CONTROL PLAN FOR SPECIFIC REQUIREMENTS.
30.
ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT
TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED WHEN WORK IS NOT IN
PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL UTILITY
TRENCHES FOR SAFETY AND RIDEABILITY THROUGHOUT THE COURSE OF THE PROJECT.
31.
UNLESS OTHERWISE PERMITTED, NO WORK SHALL BE DONE BETWEEN THE HOURS OF 6:00
PM AND 7:00 AM PREVAILING TIME; NO EQUIPMENT SHALL BE STARTED PRIOR TO 7:30 AM,
PREVAILING TIME. IF IT SHALL BECOME ABSOLUTELY NECESSARY TO PERFORM WORK AT
NIGHT, THE ENGINEER SHALL BE INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER
NECESSARY FACILITIES FOR PROPER CARRYING OUT AND INSPECTING THE WORK SHALL
BE PROVIDED.
32.
PAVING LIMITS SHALL BE SAW-CUT. VERTICAL FACES OF SAW-CUT SHALL BE MAINTAINED
IN GOOD CONDITION DURING THE PERIOD OF TIME PRIOR TO APPLICATION OF SURFACE
COURSE, IN ORDER TO PROVIDE A CLEAN, SMOOTH JOINT WHEN SURFACE COURSE IS
APPLIED. ALL NEW TO EXISTING PAVEMENT CONNECTIONS SHALL INCLUDE THE LIBERAL
APPLICATION OF AN APPROVED BINDING AGENT AT THE JOINT AREA.
33.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE AREAS OF DISTURBANCE
TO THEIR ORIGINAL CONDITIONS. MATERIALS AND EQUIPMENT NEEDED TO BE PAID FOR
ITEM FOR SITE RESTORATION.
34.
RIGHT OF WAY LINES AND PROPERTY LINES HAVE BEEN SHOWN UTILIZING FOUND
MONUMENTS AND TAX MAP INFORMATION ONLY.
35.
NJDOT STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019
EDITION TO GOVERN. NJDOT STANDARD CONSTRUCTION DETAILS TO GOVERN OVER ALL
MATERIALS, EQUIPMENT AND PROCEDURES.
36.
ALL SHOP DRAWINGS FOR PRECAST STRUCTURES SHALL BE SINGED AND SEALED BY A
LICENSED ENGINEER IN THE STATE OF NEW JERSEY.
37.
TEST PIT LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED AFTER
CONDUCTING THE UTILITY MARK OUTS.
38.
ALL MISCELLANEOUS ITEMS SHALL BE PAID FOR UNDER ITEM 3 - CLEARING SITE AND
COORDINATION WITH UTILITY COMPANIES
39.
IF UTILITY RELOCATION IS REQUIRED, CONTRACTOR TO COORDINATE WITH UTILITY
COMPANY AT NO ADDITIONAL COST. PAYMENT UNDER LUMP SUM FOR CLEARING SITE.
TEST PIT LOCATION
PRIOR TO ORDERING MATERIALS, THE
CONTRACTOR SHALL TEST PIT POTENTIAL
UTILITY CROSSINGS WITH THE PROPOSED
SANITARY SEWER PIPES AND STRUCTURES IN
THE PRESENCE OF THE ENGINEER TO VERIFY
THAT THE PROPOSED PIPE ALIGNMENTS AND
INVERT ELEVATIONS DO NOT CONFLICT WITH
ANY UTILITIES FOUND. TEST PITS SHALL BE
PAID FOR BY CUBIC YARD AND PAYMENT
SHALL NOT EXCEED 3 CUBIC YARDS PER
TEST PIT LOCATION. THE TEST PIT
LOCATIONS SHOWN HEREON ARE
RECOMMENDED, HOWEVER ADDITIONAL TEST
PITS MAY BE REQUIRED BASED ON A
CURRENT UTILITY MARKOUT. A TEST PIT
SUMMARY TABLE SHALL BE SUBMITTED TO
THE ENGINEER FOR EACH TEST PIT
CONDUCTED.
2
LEGEND, TIES, GENERAL NOTES,
DETAILS AND SCHEDULE OF ITEMS
SCHEDULE OF CONSTRUCTION ITEMS
NJDOT
SPECIFICATION
NO.
ITEM DESCRIPTION
UNITS
ESTIMATED
QUANTITY
151
PERFORMANCE BOND AND PAYMENT BOND
LUMP SUM
1
157
CONSTRUCTION LAYOUT
LUMP SUM
1
158
INLET FILTER TYPE 1
SF
100
159
DRUM
UNITS
10
159
TRAFFIC CONE
UNITS
50
159
CONSTRUCTION SIGNS
SF
500
159
TRAFFIC DIRECTOR, FLAGGER
HOUR
80
201
CLEARING SITE
LUMP SUM
1
202
EXCAVATION, TEST PIT
CY
50
202
EXCAVATION, UNCLASSIFIED
CY
750
202
DISPOSAL OF REGULATED MATERIAL (IF AND WHERE DIRECTED)
TON.
60
302
DENSE-GRADED AGGREGATE SUBGRADE
CY
250
302
COARSE AGGREGATE, SIZE NO. 57
CY
300
401
HMA MILLING, 3" OR LESS
SY
4000
401
TACK COAT
GALL.
500
401
HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE/LEVELING COURSE
TON.
650
401
HOT MIX ASPHALT 19 M 64 BASE COURSE
TON.
75
159
TRAFFIC STRIPES, LATEX 4"
LF
100
601
15" REINFORCED CONCRETE PIPE, CLASS IV
LF
60
601
18" REINFORCED CONCRETE PIPE, CLASS IV
LF
250
601
24" REINFORCED CONCRETE PIPE, CLASS IV
LF
210
601
27" REINFORCED CONCRETE PIPE, CLASS IV
LF
310
601
36" REINFORCED CONCRETE PIPE, CLASS IV (IF AND WHERE DIRECTED)
LF
20
601
24" X 36" REINFORCED CONCRETE BOX CULVERT
LF
30
602
INLET, TYPE B
UNITS
11
602
MANHOLE, 5' DIAMETER
UNITS
1
602
SET MANHOLE CASTING (IF AND WHERE DIRECTED)
UNITS
6
602
RECONSTRUCTED INLET, TYPE B, USING NEW CASTING
UNITS
3
602
4' x 6' JUNCTION BOX
UNITS
1
602
INLET, TYPE E
UNITS
1
602
BICYCLE SAFE GRATE
UNITS
14
602
CURB PIECE, TYPE 'N-ECO'
UNITS
14
606
CONCRETE SIDEWALK, 4"THICK
SY
100
606
HOT MIX ASPHALT DRIVEWAY, 2" THICK
SY
180
606
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
SY
35
606
DETECTABLE WARNING SURFACE
SY
10
607
GRANITE CURB
LF
1870
651
RESET WATER VALVE BOX
UNITS
1
653
RESET GAS VALVE BOX
UNITS
1
805
TURF REPAIR STRIP
LF
2200
17'
17'
BELGIAN
BLOCK
CURBING
6" HOT MIX ASPHALT 19 M 64
BASE COURSE
6" BASE COURSE TO REMAIN
6" SUBGRADE
TO REMAIN
TYPICAL PROPOSED SECTION- EDGAR ROAD
LEVELLING COURSE
(VARIABLE THICKNESS)
FINISHED GRADE
17'
17'
BELGIAN
BLOCK CURB
EXISTING
HOT MIX ASPHALT SURFACE COURSE
BASE COURSE
SUBGRADE
EXISTING GRADE
TYPICAL EXISTING SECTION- EDGAR ROAD
HOT MIX ASPHALT BASE COURSE
VARIES
(SEE SECTIONS)
VARIES
(SEE SECTIONS)
2" HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE
SURVEY ANNO TEXT STYLE
5/64" ARIAL NARROW
"B" INLET
GR. 61.59
15" RCP INV. 56.74
2
8" 6 4
32"
32"
GV
GV
S
D
14"
CO
24"
HYD
WV
WV
16" 16 16
28"
UP 62367CR
30"
UP 62366CR
UP 62365CR
6"
6"
6"
6"
UP 62164CR
6"
6"
6"
18"
18"
S
GV
KENSINGTON AVENUE
RIVERSIDE DRIVE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SAN MH.
RIM 62.28
A) INV. 58.10
B) INV. 58.10
CONCRETE
SLAB
WOODED AREA
WOODED AREA
TOP OF HEADWALL ELEV. 61.02
TOP OF PIPE ELEV. 58.96
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CONCRETE CURB
DOUBLE YELLOW LINE
DOUBLE YELLOW LINE
"E" INLET
GR. 62.04
A) INV. 57.10
B) INV. 57.10
"E" INLET
8'X6' BOX
PIPES NOT VISIBLE
GR. 61.92
INV. 56.87 (OUT)
INV. 55.93 (IN)
"B" INLET
GR. 61.55
18" RCP INV. 56.05
36"Ø
STORM INLET
GR 61.73
A) 18" RCP INV. 55.87
B) 18" RCP INV. 55.87
C) 15" RCP INV. 56.09
D) 27" RCP INV. 55.99
E) 18" RCP INV. 55.87
EDGE OF PAVEMENT
CONCRETE CURB
CONCRETE CURB
SLATE
SIDEWALK
LANDSCAPED
AREA
LANDSCAPED
AREA
LANDSCAPED
AREA
MACADAM DRIVEWAY
W/ BEL .BLK. CURB
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BRICK
SIDEWALK
STORM MH
RIM 62.48
A) 27" RCP INV. 56.13
B) 27" RCP INV. 56.23
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
SAN MH.
RIM 62.89
INV. 59.35
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
MACADAM
DRIVEWAY
1'x1' INLET
GR. 62.39
LANDSCAPED
AREA
1'x1' INLET
GR. 62.39
MACADAM
DRIVEWAY
W/ BEL .BLK. CURB
MACADAM
DRIVEWAY
W/ BEL .BLK. CURB
4" PVC
INV. 62.02
4" PVC
INV. 62.14
4" PVC
INV. 62.07
4" PVC
INV. 62.27
A)
B)
E)
C)
A)
B)
D)
A)
B)
8" CLAY
8" PVC
A)
B)
65
65
61
62
62
63
63
64
64
66
66
67
67
60
60
59
61
62
63
64
65
66
67
66
65
64
62
63
62
62
62
62
62
63
63
63
62
63
63
63
63
63
63
62
63
63
62
62
62
63
63
62
62
63
63
62.31
62.32
62.41
62.76
62.84
62
62.33
54"X76" RCP
48"X76" RCP
48"X76" RCP
S
15" SAN
15" SAN
SAN MH.
RIM 65.33
INV. 56.86
2-18"STM
ABANDONED 36" STM PIPE
TB
TB
62.63
TB
TB
TB
TB
TB
TB
TB
TB
SURVEY CONTROL
POINT NO. 5
SURVEY CONTROL
POINT NO. 6
SURVEY CONTROL
POINT NO. 4
SURVEY CONTROL
POINT NO. 3
BELMONT AVENUE
S
WM
16"
UP 63508CR
6"
8"
8"
LP
WV
UP 63535CR
6"
UP 63536CR
GV
22"
20"
20"
12"
LP
28"
EDGE OF PAVEMENT
EDGE OF PAVEMENT
R.R. TIE CURB
EDGE OF PAVEMENT
BELGIAN BLOCK CURB
BELMONT
AVENUE
LANDSCAPED AREA
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BEL. BLK. CURB
3" PVC
INV. 64.24
3" PVC
INV. 64.22
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
LANDSCAPED
AREA
BELGIAN BLOCK CURB
SAN MH.
RIM 64.95
A) INV. 58.75
B) INV. 58.78
STORM INLET
GR. 64.64
A) 6" PIPE INV. 63.56
B) 6" PIPE INV. 63.48
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
EDGE OF PAVEMENT
BEL. BLK. CURB
WOODED AREA
GAS MARKOUT
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BELGIAN BLOCK CURB
BELGIAN BLOCK CURB
BLOCK
APRON
LANDSCAPED
AREA
LANDSCAPED AREA
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
A)
B)
A)
B)
A)
B)
STORM INLET
GR. 64.41
A) 12" RCP INV. 59.41
B) 6" PIPE INV. 62.96
63
63
63
64
64
64
65
65
65
66
65
65
65
66
66
66
66
63.03
63.57
64.45
64.96
65.40
65.88
BELMONT AVENUE
60' R.O.W.
TB
TB
TB
TB
TB
SURVEY CONTROL
POINT NO. 2
SURVEY CONTROL
POINT NO. 1
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
NE
SW
NW
SE
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
3
EXISTING CONDITIONS PLAN-
KENSINGTON AVENUE
LEGEND:
PROPOSED TEST PIT
TB
NOTE:
1.
CONTROL POINTS MAY BE LOCATED IN THE
SURFACE TO BE MILLED. CONTRACTOR
SHALL PROVIDE A STAKED BASELINE OFF
THE ROAD AND PROVIDE CUT SHEETS
UNDER PRICE FOR CONSTRUCTION
LAYOUT
28"
8" 6 4
32"
32"
GV
GV
6"
6"
6"
6"
UP 62164CR
6"
6"
6"
18"
EDGE OF PAVEMENT
EDGE OF PAVEMENT
VENETIA
AVENUE
RIVERSIDE DRIVE
EDGAR AVENUE
EDGAR AVENUE
BELMONT
AVENUE
62
63
62
62
62
63
63
62
62
63
63
62
62.63
TB
TB
TB
TB
TB
TB
SURVEY CONTROL
POINT NO. 3
SURVEY CONTROL
MAG NAIL-1
H
Y
D
EDGAR AVENUE
RICHMOND
AVENUE
HENLEY
AVENUE
SURVEY CONTROL
MAG NAIL-2
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
4
EXISTING CONDITIONS PLAN-
EDGAR AVENUE
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
SE
NW
NE
SW
LEGEND:
PROPOSED TEST PIT
TB
NOTE:
1.
CONTROL POINTS MAY BE LOCATED IN THE
SURFACE TO BE MILLED. CONTRACTOR
SHALL PROVIDE A STAKED BASELINE OFF
THE ROAD AND PROVIDE CUT SHEETS
UNDER PRICE FOR CONSTRUCTION
LAYOUT
SURVEY ANNO TEXT STYLE
5/64" ARIAL NARROW
"B" INLET
GR. 61.59
15" RCP INV. 56.74
28"
8" 6 4
32"
32"
GV
GV
S
D
14"
CO
24"
HYD
WV
WV
16" 16 16
28"
UP 62367CR
30"
UP 62366CR
UP 62365CR
6"
6"
6"
6"
UP 62164CR
6"
6"
6"
18"
18"
S
GV
KENSINGTON AVENUE
RIVERSIDE DRIVE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
B
SAN MH.
RIM 62.28
A) INV. 58.10
B) INV. 58.10
CONCRETE
SLAB
WOODED AREA
WOODED AREA
TOP OF HEADWALL ELEV. 61.02
TOP OF PIPE ELEV. 58.96
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CONCRETE CURB
DOUBLE YELLOW LINE
DOUBLE YELLOW LINE
"E" INLET
GR. 62.04
A) INV. 57.10
B) INV. 57.10
"E" INLET
8'X6' BOX
PIPES NOT VISIBLE
GR. 61.92
INV. 56.87 (OUT)
INV. 55.93 (IN)
"B" INLET
GR. 61.55
18" RCP INV. 56.05
36"Ø
STORM INLET
GR 61.73
A) 18" RCP INV. 55.87
B) 18" RCP INV. 55.87
C) 15" RCP INV. 56.09
D) 27" RCP INV. 55.99
E) 18" RCP INV. 55.87
EDGE OF PAVEMENT
CONCRETE CURB
CONCRETE CURB
SLATE
SIDEWALK
LANDSCAPED
AREA
LANDSCAPED
AREA
LANDSCAPED
AREA
MACADAM DRIVEWAY
W/ BEL .BLK. CURB
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BRICK
SIDEWALK
STORM MH
RIM 62.48
A) 27" RCP INV. 56.13
B) 27" RCP INV. 56.23
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
SAN MH.
RIM 62.89
INV. 59.35
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
MACADAM
DRIVEWAY
1'x1' INLET
GR. 62.39
LANDSCAPED
AREA
1'x1' INLET
GR. 62.39
MACADAM
DRIVEWAY
W/ BEL .BLK. CURB
MACADAM
DRIVEWAY
W/ BEL .BLK. CURB
4" PVC
INV. 62.02
4" PVC
INV. 62.14
4" PVC
INV. 62.07
4" PVC
INV. 62.27
A)
B)
E)
C)
A)
B)
D)
A)
B)
8" CLAY
8" PVC
A)
B)
65
65
61
62
62
63
63
64
64
66
66
67
67
60
60
59
61
62
63
64
65
66
67
66
65
64
62
63
62
62
62
62
62
63
63
63
62
63
63
63
63
63
63
62
63
63
62
62
62
63
63
62
62
63
63
62.31
62.32
62.41
62.76
62.84
62
62.33
54"X76" RCP
48"X76" RCP
48"X76" RCP
S
15" SAN
15" SAN
SAN MH.
RIM 65.33
INV. 56.86
2-18"STM
ABANDONED 36" STM PIPE
0+00
1+00
2+00
3+00
4+00
5+00
6+00
D
D
D
D
S
S
S
3+00
REMOVE AND REPLACE
EXISTING 18" PIPE WITH 75 L.F. OF
27" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM MH-1 TO MH-2
KENSINGTON AVENUE
60' R.O.W.
EDGAR AVENUE
60' R.O.W.
PROPOSED
TYPE E BASIN
30LF~2'x3' BOX
CULVERT
REMOVE AND RECONSTRUCT EXISTING
PLUGGED SECTION OF PIPING TO
REACTIVATE PIPE
34'
R15'
R8'
R15'
R15'
32'
MILLING/PAVING LIM
CREATE BUTT JOINT
(TYP.)
62.63
CONTRACTOR TO CLEAN
EXISTING FLAP GATE
L2
INSTALL MH-2
RIM:62.18
4'x6' JUNCTION BOX
w/ MANHOLE COVER
NE INV 57.78
SW INV 57.65
EX "B" INLET
RIM:61.59
S INV 56.74
EX STORM MH
RIM:62.48
NE INV 56.23
SW INV 56.13
INSTALL INLET-E1
RIM:61.92±
NE INV 55.32
SEE SHEET 7 FOR NOTES ON
ALL OTHER DRAINAGE
IMPROVEMENTS
46
50
55
60
65
70
75
80
0+00
1+00
2+00
3+00
4+00
5+00
6+00
EXIST. STM MH
TO BE REPLACED WITH TYPE 'E' INLET
STA: 1+24, RIM:61.73
NE INV. 55.99 (27" RCP)
E INV. 55.87 (18" RCP)
N INV. 56.09 (15" RCP)
SW INV. 55.99 (18" RCP)
SW INV. 55.99 (18" RCP)
SW INV. 55.38 (24" RCP)
EXISTING 2~31 LF OF 18"Ø PVC
SLOPE = 0.19%
INV. 55.93
INV. 55.99
EXISTING STM 241 LF OF 27"Ø PVC
SLOPE = 0.06%
INV. 55.99
INV. 56.13
EXISTING STM 168 LF OF 27"Ø PVC
SLOPE = 0.85%
INV. 56.23
INV. 57.65
INSTALL 75 LF OF 27"Ø RCP
SLOPE = 0.20%
INV. 57.78
INV. 57.93
MH-1
STA: 6+08
RIM:62.46±
INV. 58.68 IN (E)
INV. 57.93 IN (NW)
INV. 57.93 OUT (SW)
MH-2
STA: 5+33
RIM:62.18±
INV. 57.78 IN (NE)
INV. 57.65 OUT (SW)
EXIST. STM MH
STA: 3+65, RIM:62.48
NE INV. 56.23 (27" RCP)
SW INV. 56.13 (27" RCP)
EXISTING GRADE
EXISTING DIKE
EXIST 8"
SAN SWR
EXIST. SAN MH
STA: 1+21, RIM:62.28
NE INV. 58.10 (8" RCP)
S INV. 58.10 (8" RCP)
EXISTING SSWR 305 LF OF 8"Ø PVC
SLOPE = 0.41%
INV. 59.35
INV. 58.10
EXIST. SAN MH
STA: 4+26, RIM:62.89
SW INV. 59.35 (8" RCP)
EXIST. SAN MH
STA: 5+99, RIM:62.71
NW INV. 57.00 (12" RCP)
NE INV. 57.48 (8" RCP)
SE INV. 56.92 (12" RCP)
INSTALL 31 LF OF 2' x 3' BOX CULVERT
SLOPE = 0.20%
INV. 55.32
INV. 55.38
85 LF - ABANDONED 36" RCP @ 0.38%
INLET-E1
STA: 0+92
RIM:61.92±
INV. 55.32 IN (NE)
INLET-E1
STA: 0+92
RIM:61.92±
INV. 55.32 IN (NE)
INV. 51.10 IN
INV. 50.55 OUT
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
NE
SW
NW
SE
MATCHLINE - SHEET 6
LIMIT OF RESURFACING, TYP.
EX. B-INLET
RECONSTRUCTED INLET,
TYPE B, USING NEW CASTING
EX. B-INLET
RECONSTRUCTED INLET,
TYPE B, USING NEW CASTING
5
KENSINGTON AVENUE-
PLAN & PROFILE
INSTALL 10' LONG TRANSITION GRANITE CURBING
INSTALL 10' LONG TRANSITION CURBING
PROPOSED TRENCH PAVING
BELMONT AVENUE
S
WM
16"
UP 63508CR
6"
8"
8"
LP
WV
UP 63535CR
6"
UP 63536CR
GV
22"
20"
20"
12"
LP
8"
EDGE OF PAVEMENT
EDGE OF PAVEMENT
R.R. TIE CURB
EDGE OF PAVEMENT
BELGIAN BLOCK CURB
BELMONT
AVENUE
LANDSCAPED AREA
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BEL. BLK. CURB
3" PVC
INV. 64.24
3" PVC
INV. 64.22
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
LANDSCAPED
AREA
BELGIAN BLOCK CURB
SAN MH.
RIM 64.95
A) INV. 58.75
B) INV. 58.78
STORM INLET
GR. 64.64
A) 6" PIPE INV. 63.56
B) 6" PIPE INV. 63.48
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
EDGE OF PAVEMENT
BEL. BLK. CURB
WOODED AREA
GAS MARKOUT
MACADAM
DRIVEWAY
W/ BEL .BLK.
CURB
BELGIAN BLOCK CURB
BELGIAN BLOCK CURB
BLOCK
APRON
LANDSCAPED
AREA
LANDSCAPED AREA
MACADAM
DRIVEWAY
MACADAM
DRIVEWAY
A)
B)
A)
B)
A)
B)
STORM INLET
GR. 64.41
A) 12" RCP INV. 59.41
B) 6" PIPE INV. 62.96
63
63
63
64
64
64
65
65
65
66
65
65
65
66
66
66
66
63.03
63.57
64.45
64.96
65.40
65.88
7+00
8+00
9+00
10+00
10+93
S
S
REMOVE AND REPLACE
EXISTING 12" PIPE WITH 29 L.F. OF
15" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B1 TO INLET-B2
REMOVE AND REPLACE
EXISTING 12" PIPE WITH 210 L.F. OF
24" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B2 TO INLET-B4
BELMONT AVENUE
60' R.O.W.
MIT
INSTALL 28 L.F. OF
15" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B3 TO INLET-B4
INSTALL 190 L.F. OF
27" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B4 TO INLET-B6
INSTALL INLET-B1
RIM:64.64±
NW INV 60.22
SW INV 59.09
EX SAN MH
RIM:59.82
SW INV 58.75
NE INV 58.78
EX SAN MH
RIM:64.95
EX SAN MH
RIM:63.55
NE INV 58.34
SW INV 58.14
INSTALL INLET-B3
RIM:63.40±
NW INV 60.40
INSTALL INLET-B4
RIM:63.29±
NE INV 58.65
SE INV 60.34
SW INV 58.40
INSTALL INLET-B2
RIM:64.39±
SE INV 60.16
NW INV 59.41
SW INV 59.07
46
50
55
60
65
70
75
80
46
50
55
60
65
70
75
80
8+00
9+00
10+00
11+00
INSTALL 210 LF OF 24"Ø RCP
SLOPE = 0.20%
INV. 58.65
INV. 59.07
INLET-B2
STA: 10+52
RIM:64.39±
INV. 60.16 IN (SE)
INV. 59.41 IN (NW)
INV. 59.07 OUT (SW)
EXISTING GRADE
INSTALL 29 LF OF 15"Ø RCP
SLOPE = 0.20%
INV. 60.16
INV. 60.22
EXISTING SSWR 205 LF OF 8"Ø PVC
SLOPE = 0.32%
INV. 58.14
INV. 57.48
EXISTING SSWR 200 LF OF 8"Ø PVC
SLOPE = 0.20%
INV. 58.75
INV. 58.34
EXIST. SAN MH
STA: 10+70, RIM:64.95
NE INV. 58.78 (8" RCP)
SW INV. 58.75 (8" RCP)
INLET-B4
STA: 8+42
RIM:63.29±
INV. 58.65 IN (NE)
INV. 60.34 IN (SE)
INV. 58.40 OUT (SW)
INSTALL 190 LF OF 27"Ø RCP
SLOPE = 0.20%
INV. 58.40
INLET-B1
STA: 10+81
RIM:64.64±
INV. 60.22 OUT (NW)
EXIST. SAN MH
STA: 8+36, RIM:63.55
NE INV. 58.34 (8" RCP)
SW INV. 58.14 (8" RCP)
EXIST. 8" SAN
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
NE
SW
NW
SE
MATCHLINE - SHEET 5
EX. E -INLET
REMOVE THE INLET COMPLETELY
B-INLET
RECONSTRUCTED INLET,
TYPE B, USING NEW CASTING
B-INLET
FRAME AND GRATE WITH CURB BOX
CAST IN PLACE GRANITE CURB (AS
DETAILED)
SAWCUT APRON/SIDEWALK. REPLACE ASPHALT APRON
UNCLASSIFIED EXCAVATION AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
6
BELMONT AVENUE-
PLAN & PROFILE
TRENCH PAVING FOR NEW CURBING ONLY
TRENCH PAVING FOR ROAD CROSSING
INSTALL NEW CURBING ONLY AT NEW BASIN
START OF CURB REPLACEMENT
TIE EXISTING PIPES FROM BACKYARD
INTO THE NEW INLET
TRENCH PAVING RESTORATION
TRENCH PAVING FOR ROAD CROSSING
28"
8" 6 4
32"
32"
GV
GV
6"
6"
6"
6"
UP 62164CR
6"
6"
6"
18"
EDGE OF PAVEMENT
EDGE OF PAVEMENT
VENETIA
AVENUE
RIVERSIDE DRIVE
EDGAR AVENUE
EDGAR AVENUE
BELMONT
AVENUE
62
63
62
62
62
63
63
62
62
63
63
62
0+00
1+00
2+00
3+00
3+00
D
D
S
S
S
0+00
1+00
2+00
3+00
4+00
5+00
STA. 0+00
EDGAR AVENUE
BEGIN MILL/PAVE
MILLING/PAVING LIMIT
CREATE BUTT JOINT
(TYP.)
EDGAR AVENUE
60' R.O.W.
34'
34'
R15'
R8'
R15'
R15'
R15'
R42'
32'
34'
MILLING/PAVING LIMIT
CREATE BUTT JOINT
(TYP.)
62.63
L1
L2
INSTALL 113 L.F. OF
18" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B5 TO INLET-B6
INSTALL 31 L.F. OF
18" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B7 TO INLET-B8
INSTALL MH-1
RIM:62.46±
E INV 58.68
NW INV 57.93
SW INV 57.93
INSTALL INLET-B7
RIM:61.92±
NW INV 58.79
INSTALL INLET-B8
RIM:61.86±
SE INV 58.73
W INV 58.73
INSTALL INLET-B6
RIM:61.92±
NW INV 58.02
NE INV 58.02
SE INV 58.02
REMOVE AND REPLACE
EXISTING 18" PIPE WITH 44 L.F. OF
27" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B6 TO MH-1
INSTALL INLET-B9
RIM:62.24±
NW INV 58.11
INSTALL INLET-B11
RIM:62.18±
S INV 58.32
INSTALL INLET-B10
RIM:62.02±
SE INV 58.06
W INV 58.06
INSTALL 26 L.F. OF
18" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B10 TO
INSTALL 27 L.F. OF
18" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B9 TO INLET-B10
INSTALL 24 L.F. OF
18" Ø RCP STORM PIPE
@ 0.21% SLOPE
FROM INLET-B11 TO Structure - (237)
INSTALL 24 L.F. OF
18" Ø RCP STORM PIPE
@ 0.20% SLOPE
FROM INLET-B8 TO MH-1
INSTALL INLET-B5
RIM:62.62±
SE INV 58.25
INLET-B6
RIM:62.04
NW INV 58.02
NE INV 58.02
SE INV 58.02
SURVEY CONTROL
POINT NO. 3
46
50
55
60
65
70
75
80
46
50
55
60
65
70
75
80
0+00
1+00
2+00
3+00
3+00
INLET-B7
STA: 6+08
RIM:61.92±
INV. 58.79 OUT (NW)
INLET-B8
STA: 6+08
RIM:61.86±
INV. 58.73 IN (SE)
INV. 58.73 OUT (W)
MH-1
STA: 6+08
RIM:62.46±
INV. 58.68 IN (E)
INV. 57.93 IN (NW)
INV. 57.93 OUT (SW)
INLET-B6
STA: 6+52
RIM:61.92±
INV. 58.02 IN (NW)
INV. 58.02 IN (NE)
INV. 58.02 OUT (SE)
INLET-B5
STA: 6+60
RIM:62.62±
INV. 58.25 OUT (SE)
INSTALL 113 LF OF 18"Ø RCP
SLOPE = 0.20%
INV. 58.02
INV. 58.25
INSTALL 31 LF OF 18"Ø RCP
SLOPE = 0.20%
INV. 58.73
INV. 58.79
INSTALL 24 LF OF 18"Ø RCP
SLOPE = 0.20%
INV. 58.68
INV. 58.73
INSTALL 44 LF OF 27"Ø RCP
SLOPE = 0.20%
INV. 57.93
INV. 58.02
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
SE
NW
NE
SW
MATCHLINE - SHEET 8
INLET-B5
FRAME AND GRATE WITH CURB BOX1
NOTE : ALL GRATES TO BE BIKE SAFE
REPAIR OF CATCH BASINS WALLS
PROPOSED INLET-B7
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE SAFE
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 3
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 4
UNCLASSIFIED EXCAVATION AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
UNCLASSIFIED EXCAVATION
AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
UNCLASSIFIED EXCAVATION AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 6
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 6
UNCLASSIFIED EXCAVATION
AND DISPOSAL HOT MIX
ASPHALT DRIVEWAY
UNCLASSIFIED EXCAVATION AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
CAST IN PLACE GRANITE CURB (AS
DETAILED)
CAST IN PLACE GRANITE CURB (AS
DETAILED)
CAST IN PLACE GRANITE CURB (AS
DETAILED)
CAST IN PLACE GRANITE CURB (AS
DETAILED)
RESET MANHOLES FOR RESURFACING
WORK
RESET MANHOLES FOR
RESURFACING
WORK
7
EDGAR AVENUE- PLAN & PROFILE
RESET WATER VALVE BOX
RESET GAS VALVE BOXES
REMOVE EXISTING
TIMBER CURBING
END OF NEW CURBING.
TRANSITION TO EXISTING
LIMIT OF CURBING.
LIMIT OF RESURFACING, TYP.
LIMIT OF RESURFACING, TYP.
LIMIT OF CURBING.
UNCLASSIFIED EXCAVATION AND DISPOSAL
CONCRETE SIDEWALK AND DRIVEWAY
PROPOSED INLET-B6
RECONSTRUCTED INLET, TYPE B, USING NEW CASTING
PROPOSED INLET-B11
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE SAFE
REPLACE SIDEWALK
REPLACE SIDEWALK
REMOVE EXISTING TREE
PROPOSED INLET-B9
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE SAFE
PROPOSED INLET-B10
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE SAFE
PROPOSED INLET-B6
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE
SAFE
H
Y
D
EDGAR AVENUE
RICHMOND
AVENUE
HENLEY
AVENUE
6+00
7+00
8+00
9+009+05
EDGAR AVENUE
60' R.O.W.
R10'
R5'
R15'
R15'
34'
23'
L3
L4
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
SCALE: 1" = 20'
40
20
0
PIPE DIRECTION
SE
NW
NE
SW
MATCHLINE - SHEET 7
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 5
RESET MANHOLES FOR RESURFACING
WORK
LIMIT OF RESURFACING, TYP.
EX. B-INLET - RECONSTRUCT
FRAME AND GRATE WITH CURB BOX
NOTE : ALL GRATES TO BE BIKE SAFE
REPAIR OF CATCH BASINS WALLS
LIMIT OF RESURFACING, TYP.
UNCLASSIFIED EXCAVATION AND DISPOSAL
HOT MIX ASPHALT DRIVEWAY
UNCLASSIFIED EXCAVATION AND DISPOSAL
EMBEDDED DETECTABLE WARNING SURFACE
CURB RAMP CONFIGURATION TYPE 5
LIMIT OF RESURFACING, TYP.
8
EDGAR AVENUE- PLAN & PROFILE
RESET WATER VALVE BOX
REPLACE SIDEWALK
REPLACE SIDEWALK
LIMIT OF CURBING.
LIMIT OF CURBING.
EXISTING CURBING TO REMAIN
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
17'
0+50.00
60
70
60
70
1+00.00
60
70
60
70
1+50.00
60
70
60
70
2+00.00
60
70
60
70
2+50.00
60
70
60
70
3+00.00
60
70
60
70
3+50.00
60
70
60
70
4+00.00
60
70
60
70
4+50.00
60
70
60
70
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
2%
4.4%
2%
1.3%
℄63.06
3.5%
1%
℄62.87
5%
3.4%
℄62.73
1.5%
0.5%
17'
17'
℄62.73
34'
0.3%
0.2%
℄63.86
4%
34'
℄63.63
17'
17'
34'
3.9%
34'
℄63.29
34'
34'
34'
17'
17'
℄62.89
34'
4.8%
2%
℄63.12
34'
4.6%
2.4%
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
9
ROADWAY CROSS SECTIONS
17'
17'
17'
17'
17'
17'
17'
17'
5+00.00
60
70
60
70
5+50.00
60
70
60
70
6+00.00
60
70
60
70
6+50.00
60
70
60
70
7+00.00
60
70
60
70
7+50.00
60
70
60
70
8+00.00
60
70
60
70
8+50.00
60
70
60
70
9+00.00
60
70
60
70
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
-40
-30
-20
-10
0
10
20
30
40
℄63.37
34'
3.3%
1.3%
17'
17'
℄63.66
34'
3.6%
3.6%
℄63.95
34'
2.5%
0.5%
℄64.22
34'
2%
1.6%
17'
17'
℄64.46
34'
2.5%
1.2%
17'
17'
℄64.66
34'
2.7%
2.6%
17'
17'
℄64.82
34'
3.5%
1.7%
17'
17'
℄64.93
34'
2.5%
1.5%
℄65.07
0.5%
0.5%
34'
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
10
ROADWAY CROSS SECTIONS
60
65
0+00
1+00
2+00
3+00
4+00
5+00
PROPOSEDGRADE
EXISTING GRADE
63.41
63.63
62.94
63.73
63.15
62.70
62.70
62.56
62.75
63.09
63.33
63.58
64.27
63.86
63.29
63.06
62.87
62.73
62.73
62.89
63.10
63.37
63.66
64.27
KENSINGTON
AVENUE
32' WIDE
-0.92%
-0.53%
-0.31%
0.54%
0.59%
GRADE BREAK STA = 0+00.01
ELEV = 64.270
PVI STA: 0+50.00
PVI ELEV: 63.81
K: 241.37
LVC: 94.98
BVCS: 0+02.51
BVCE: 64.25
EVCS: 0+97.49
EVCE: 63.56
PVI STA: 1+99.98
PVI ELEV: 63.02
K: 681.47
LVC: 150.00
BVCS: 1+24.98
BVCE: 63.42
EVCS: 2+74.98
EVCE: 62.79
PVI STA: 3+50.00
PVI ELEV: 62.56
K: 177.79
LVC: 150.00
BVCS: 2+75.00
BVCE: 62.79
EVCS: 4+25.00
EVCE: 62.96
LOW PT. STA: 3+29.52
LOW PT ELEV: 62.71
BVCS: 5+74.89
BVCE: 63.81
60
65
6+00
7+00
8+00
9+00
9+05
PROPOSEDGRADE
EXISTING GRADE
63.88
64.18
64.40
64.58
64.86
65.05
64.93
63.95
64.22
64.46
64.66
64.82
64.93
64.99
RICHMOND AVENUE
32' WIDE
0.41%
0.12%
GRADE BREAK STA = 9+04.77
ELEV = 65.000
PVI STA: 6+49.86
PVI ELEV: 64.25
K: 865.68
LVC: 149.95
EVCS: 7+24.84
EVCE: 64.56
PVI STA: 8+00.01
PVI ELEV: 64.87
K: 515.77
LVC: 150.00
BVCS: 7+25.01
BVCE: 64.56
EVCS: 8+75.01
EVCE: 64.96
STA:6+09.50
ELEV:63.99
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
11
EDGAR ROAD CENTER LINE
PROFILE
PROFILE- EDGAR AVENUE
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
1"± NON-SHRINK
GROUT
PIPE WALL
STRUCTURE
STORM SEWER
PLAN VIEW
A
PIPE IN AND OUT OF MANHOLE TO BE
CRADLED IN 2500 LB. CONCRETE OR
BEDDED IN STONE AS DIRECTED BY THE
ENGINEER
HEAVY DUTY WATERTIGHT MANHOLE
FRAME AND COVER
A
SEE PIPE CONNECTION DETAIL
NOT TO SCALE
STORM MANHOLE FRAME AND COVER DETAIL
FACE OF CONCRETE
3 1/2"
12"±"
1"
7"
14"±
2"±
1"
MANHOLE STEPS
NOT TO SCALE
PRECAST STORM SEWER MANHOLE DETAIL
SECTION A-A
0.6 D
4, 5 OR 6' I.D.
6"
6" ALL AROUND
4" MIN.
PRECAST CONCRETE BENCHING WITH
EPOXY COATING
AREA OF CIRCUMFERENTIAL STEEL
EQUALS 0.12 SQ.IN. PER LINEAR FOOT
MANHOLE JOINTS TO BE SEALED WITH BUTYL RUBBER OR
D-LOK RUBBER GASKET IN ACCORDANCE WITH A.S.T.M.
DESIGNATION C-990 or C-443 RESPECTIVELY. JOINTS TO BE
MORTARED ON INSIDE AND OUTSIDE SURFACES.
PRECAST MANHOLE SECTION TO BE IN
ACCORDANCE WITH A.S.T.M. DESIGNATION C478,
MINIMUM COMPRESSIVE STRENGTH TO BE 4000 PSI.
POLYPROPYLENE MANHOLE
STEPS - 12" O.C. MAX.
HEAVY DUTY WATERTIGHT MANHOLE
FRAME AND COVER. SEE MANHOLE FRAME
AND COVER DETAIL
FRAME TO BE THOROUGHLY
BEDDED IN MORTAR
RESET FRAME TO FINISHED GRADE
WITH MASONRY LEVELING COURSES
OF BRICK (5" MIN. AND 14" MAX.)
EXTERIOR BITUMINOUS COATING
3/4" CLEAN BROKEN STONE
(MINIMUM OF 12")
MIN. 30"Ø
CRANFORD
1.
STORM SEWER MANHOLE FRAME AND
COVER SHALL BE HEAVY DUTY
WATERTIGHT NEENAH FOUNDRY NO.
R-1755-E1 OR R-1755-G (FOR SHALLOW
MANHOLES) OR APPROVED EQUAL.
2.
WORDS "CRANFORD STORM SEWER"
SHALL BE CAST INTO ALL LIDS.
3.
FRAME TO BE THOROUGHLY BEDDED IN
MORTAR.
4.
FRAME TO BE ADJUSTED TO FINISHED
GRADE WITH MASONRY LEVELING
COURSES OF BRICK (5" MIN. AND 14"
MAX.)
5.
STORM SEWER COVERS TO HAVE
NON-PENETRATING PICK HOLES, TWO
EACH COVER.
NON-PENETRATING
PICK HOLES
MH BASE I.D.
"B"
MAXIMUM NOMINAL PIPE SIZE
(REGARDLESS OF MATERIAL)
MH WALL
THICKNESS "T"
STRAIGHT THRU TO
45° DEFLECTION
90° DEFLECTION
4-FT
24"Ø
18"Ø
5"
5-FT
36"Ø
27"Ø
6"
6-FT
42"Ø
30"Ø
7"
7-FT
48"Ø
36"Ø
8"
8-FT
60"Ø
42"Ø
9"
NOTES:
1.
DROP CONNECTION TO BE USED IN ALL CASES WHERE
DIFFERENCE IN INLET & OUTLET INVERTS IS GREATER
THAN 2 FEET.
2.
ENTIRE EXTERIOR TO RECEIVE COATING OF
BITUMINOUS SEALER.
3.
FLAT TOP TO BE USED ONLY WHERE SHALLOW
CONDITIONS DO NOT PERMIT USE OF CONE SECTION.
4.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE LATEST O.S.H.A. STANDARDS.
5.
WHEN A MANHOLE BASE I.D. OF GREATER THAN 48"Ø
IS REQUIRED, THE CONTRACTOR SHALL PROVIDE
TRANSITION SECTION(S), STARTING AT A MINIMUM 6"
ABOVE THE INLET PIPE O.D., BEFORE TRANSITION TO
THE 30"Ø MANHOLE OPENING
6" WALLS - 5' I.D. MH
5" WALLS - 4' I.D. MH
7" WALLS - 6' I.D. MH
STORM MANHOLE & INLET
PIPE CONNECTION DETAIL
NOT TO SCALE
CURB PIECE TYPE 'N' ECO
(TYP)
(TYP)
(TYP)
112"
112"
3"
FRONT ELEVATION
(TYP)
7"
6"
(TYP)
4"
50"
12"R (TYP)
1"
37"
PLAN
END SECTION
8"
2"
9"
1"
8"
DIAMOND DESIGN
SKID-RESISTANT SURFACE
8"
2"
9"
1"
3D BROOK TROUT DESIGN
6"
DUMP NO WASTE
DRAINS TO WATERWAYS
GRANITE BLOCK CURB
SECTION "A-A"
PLAN
DEPRESSED GRANITE BLOCK CURB
12
CONSTRUCTION DETAILS
TYPE 'B' INLET
SECTION "A-A"
SECTION "B-B"
PLAN VIEW
4" CLEAN 3 4" BROKEN STONE ON COMPACTED SUBGRADE
FOR SIDEWALK AND 6" CLEAN 3 4" BROKEN STONE ON
COMPACTED SUBGRADE FOR ALL DRIVEWAY APRONS
NOTES:
1.
DRIVEWAY APRON - UNREINFORCED DRIVEWAY APRONS SHALL BE 6" THICK.
A PREFORMED, BITUMINOUS EXPANSION JOINT 1/2" THICK, 6" WIDE, AND
EXTENDING UNBROKEN THE FULL WIDTH OF THE WALK SHALL BE INSTALLED
BETWEEN THE APRON. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4
FEET THE FULL WALK WIDTH. THERE SHALL BE A BROOM FINISH WITH EDGES
FINISHED WITH A SUITABLE TOOL.
2.
SIDEWALKS - SIDEWALKS SHALL BE 4" THICK, CONSTRUCTED IN EIGHT FOOT
SECTIONS WITH CLEAR SPACE OF 3/16 INCH BETWEEN ADJACENT SECTIONS
AND A FALSE JOINT ACROSS THE MIDDLE OF EACH SECTION. EXPANSION
JOINT 1/2" THICK, 4" WIDE, AND EXTENDING UNBROKEN THE FULL WIDTH OF
THE WALK SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN
20'. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FULL
WALK WIDTH.
A
SECTION A-A
CONTRACTION JOINTS
4500 P.S.I. CONCRETE (CLASS B)
BITUMINOUS EXPANSION JOINTS
CROSS SLOPE SHALL
NOT EXCEED 2%
SIDEWALK
CROSS SLOPE OF SIDEWALK
AREA THROUGH DRIVEWAY SHALL
NOT EXCEED 2%
LENGTH VARIES DEPENDING UPON EXISTING AND
PROPOSED GRADES
EXISTING OR PROPOSED DRIVEWAY
CURB LAWN
WIDTH VARIES
CONCRETE DRIVEWAY AND SIDEWALK
3.
ALL APRON SHALL BE CURED IN ACCORDANCE WITH SECTION
606.03.02. CONTRACTOR SHALL SUBMIT A CURING COMPOUND TO
THE ENGINEER FOR APPROVAL.
4.
APRON SHALL BE CLASS "B", 4500 PSI AND CONSTRUCTED IN
ACCORDANCE WITH SECTION 606.
NOT TO SCALE
COMPACTED
SUBGRADE
TYPICAL DEPRESSED CURB & DRIVEWAY DETAIL
CURB RAMP TYPE 6
THE AREA PAVED SHALL BE TACK COATED
AND CONSTRUCT 2" MINIMUM HMA SURFACE
COARSE FLUSH WITH EXISTING SURFACE.
CONTRACTOR SHALL MILL TEMPORARY
AS DETAILED ON THE CONSTRUCTION PLANS
PAVEMENT TO A DEPTH OF 2" AND A WIDTH
5.
WITH RC-70 ASPHALT AT A RATE OF 0.15
TO 0.35 GALLONS PER SQUARE YARD.
ON AREAS SEALED WITH
AC-20, DRY SAND SHALL
BE SPRINKLED TO
PREVENT PICKUP BY
LIMITS OF TRENCH TO
BE CUT TO A NEAT
EDGE AND TACK-
COATED WITH
EMULSIFIED ASPHALT
1.
2.
NOTES
TRAFFIC.
EXISTING PAVEMENT
AT LEAST 95% OF MAXIMUM
FLUSH WITH EXISTING PAVEMENT.
3.
4.
IN AREAS WITH WET OR
UNSTABLE BOTTOMS
STONE TO STABILIZE
STABLE FOUNDATION
USE 3/4" CLEAN BROKEN
TRENCH BOTTOM, TO SOLID,
3/4" CRUSHED STONE
CONTRACTOR SHALL REPAIR
ANY SETTELD AREAS WITH
STABILIZED BASE AFTER A SIX
MONTH PERIOD OR ONE WINTER
SEASON TO ENSURE NEW
PAVEMENT SURFACE REMAINS
BACKFILL WITH EXCAVATED
MATERIAL IF SUITABLE
COMPACTED IN 12" LIFTS TO
8" MIN.
12" MIN.
1' MIN. (TYP.)
O.D.
INSTALL 6" STABILIZED BASE INITIALLY
(COMPACTED IN TWO LIFTS)
THE FULL DEPTH OF TRENCH
COMPACTED IN 12" LIFTS FOR
QUARRY PROCESSED STONE
SELECT BACKFILL MATERIAL
DENSITY OF MAXIMUM DENSITY
COMPACTED SELECT FILL MATERIAL.
EXTEND BEYOND 12" AS REQUIRED
MAXIMUM PAY WIDTH OD+2'
TRENCH RESTORATION DETAIL
NOT TO SCALE
NOTE: MAXIMUM PAY LIMIT FOR EXCAVATION IS TWO
FEET BEYOND OUTER WALLS OF STRUCTURE.
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
13
CONSTRUCTION DETAILS
8"
VARIES
6'-0"
18"
6" OF NO. 57 COARSE
COMPACTED SUBGRADE
AGGREGATE
6"
(SEE NOTE 3)
1/2" MORTAR COAT
SECTION A-A
MIN. 30"Ø
HEAVY DUTY WATERTIGHT MANHOLE
FRAME AND COVER
COMPACTED NO. 57
COARSE AGGREGATE
ALL SIDES
EXISTING 27" DIA. PVC
STM PIPE
EXISTING 27" RCP
STM PIPE
EXISTING 18" RCP STM PIPE
4.0'
6.0'
EXISTING 18" STM PIPE
27" DIA. STORM PIPE
A
A
4' x 8' STRUCTURE DETAIL
NOT TO SCALE
EXISTING 18" RCP STM PIPE
EXISTING 18" STM PIPE
NOTE: MAXIMUM PAY LIMIT FOR EXCAVATION IS TWO
FEET BEYOND OUTER WALLS OF STRUCTURE.
NOTE: MAXIMUM PAY LIMIT FOR
EXCAVATION IS TWO FEET BEYOND
OUTER WALLS OF STRUCTURE.
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
4'
11"
11"
9"
9"
9"
11"
FRONT VIEW
SHALL BE SECURED INTERNALLY TO ITSELF.
A #6 3/16"Ø SOLID BRAIDED NYLON ROPE
5'-0"
SECTION A-A
SANDBAG (TYP.)
(TYP.)
(TYP.)
3"x3" WYE
3"x3" WYE (TYP)
EACH (18"x24")
3 SANDBAGS,
SIDE VIEW
SANDBAGS
ON REAR PIPE OF BASE FRAME.
SPRINGS SECURED TO WIRE TIE
(TWO) HAND TENSIONED.
ASSEMBLY 5/8"x11" NO. 8 SPRINGS
SPRING TAUT WIRE CABLE
3'-10"
3"x3" WYE (TYP)
2'0"
3" TEE
3" P.V.C. (TYP)
A
A
USED AS COUPLERS
4" PIPE LENGTHS
(TYP.)
90° ELBOW
SANDBAG (TYP.)
2'0"
2'8"
TOP VIEW OF BASE
3"x3" TEE
1 CF CAPACITY
3" ELBOW
2'-8"
12"
1.
ORANGE AND WHITE STRIPES SHALL BE REFLECTIVE SHEETING TYPE II AS SHOWN FOR CONSTRUCTION SIGNS.
ALTERNATE ORANGE AND WHITE STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45° IN THE DIRECTION
OF TRAFFIC IS TO PASS.
2.
THE 6" x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC
SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1" NO. 14 PAN HEAD METAL SCREWS OR PLASTIC RIVETS.
ALL CORNERS SHALL BE ROUNDED.
3.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM 1785 OR PVC, SDR-26 ASTM 2241. FITTINGS SHALL BE WHITE PVC
OR ABS OF MATCHING WALL THICKNESS AND INSIDE DIAMETER AND MEETING THE MATERIAL REQUIREMENTS AND
TESTING SECTIONS OF ASTM D-2466 FOR PVC AND ASTM D-2468 FOR ABS. ALL JOINTS SHALL BE SLIP FIT AND NOT
THREADED OR CEMENTED. PVC FITTINGS MEETING ASTM D-2665 WILL ALSO BE ACCEPTABLE.
4.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE
LENGTH.
5.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER.
NOT TO SCALE
TYPE III BREAKAWAY BARRICADES
7 1/2" MIN. O.D.
14" MIN.
1 3/4" MIN. O.D.
2"
28" MIN.
4"
3" MAX.
6" MIN. COMPLETE WRAP
AROUND WHITE REFLECTIVE
SHEETING WHEN CONES
ARE USED FROM DUSK TO
DAWN (2 STRIPES REQUIRED)
PLASTIC OR RUBBER
(MIN. WEIGHT 7 LBS)
1.
MINOR MANUFACTURERS VARIATIONS MAY BE ACCEPTABLE UPON
APPROVAL OF THE ENGINEER.
2.
BASE MAY BE OF THE BREAKAWAY BALLASTED TYPE.
1.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR
ALTERNATE ORANGE AND WHITE REFLECTORIZED STRIPES. IF THERE ARE NON
REFLECTORIZED SPACES BETWEEN THE STRIPES THEY SHALL BE NO MORE
THAN 2" WIDE. STRIPES SHALL BE REFLECTIVE SHEETING, TYPE III. THE TOP OF
THE DRUM SHALL NOT BE OPEN.
2.
DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
3.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER
SHAPES, WHICH PROVIDE THE SAME VISIBILITY OF AN 18" DIAM. ROUND DRUM
REGARDLESS OF ORIENTATION, MAY BE USED IF APPROVED BY THE ENGINEER.
4.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE
MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS AND LOCATED
APPROXIMATELY AT GROUND LEVEL.
NOT TO SCALE
TRAFFIC CONE DETAIL
NOT TO SCALE
DRUM DETAIL
1.
UNLESS OTHERWISE SPECIFIED LATEX TRAFFIC PAINT SHALL BE USED WHEN TRAFFIC STRIPES OR
TRAFFIC MARKINGS ARE REQUIRED ON INTERMEDIATE PAVEMENT LAYERS THAT NEED TO BE OPENED
TO TRAFFIC DUE TO STAGE CONSTRUCTION.
2.
EXISTING STREET AND ROAD SIGNS SHALL BE RESET IN ACCORDANCE WITH THE LATEST REVISED
NJDOT STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL DETAILS IN THE LOCATIONS
DEEMED APPROPRIATE BY THE ENGINEER. PAYMENT SHALL BE MADE UNDER ITEM NO. 40, SITE
RESTORATION.
3.
PRIOR TO THE COMMENCEMENT OF THE DAY'S WORK, THE CONTRACTOR SHALL PLACE ANY
TEMPORARY TRAFFIC CONTROL REQUIRED FOR THAT DAY. THE CONTRACTOR SHALL ALSO INSPECT
ALL PERMANENT TRAFFIC CONTROL TO ENSURE THAT IT IS STILL IN PLACE.
4.
TRAFFIC CONTROL DEVICES WHICH ARE NOT MAINTAINED IN GOOD WORKING CONDITION SHALL
RESULT IN LIQUIDATED DAMAGES TO THE CONTRACTOR. ONCE THE CONTRACTOR IS NOTIFIED OF AN
OFFENDING TRAFFIC CONTROL DEVICE HE/SHE WILL HAVE UNTIL THE END OF WORK ON THE
FOLLOWING DAY TO BRING THE DEVICE INTO COMPLIANCE. FAILURE TO BRING THE DEVICE INTO
COMPLIANCE IN THE ALLOTTED TIME WILL RESULT IN THE CONTRACTOR BEING ASSESSED
LIQUIDATED DAMAGES OF $500 PER DAY. THE SUM OF $500 AS LIQUIDATED DAMAGES HAS BEEN
DETERMINED TO BE REASONABLE FORECAST OF COMPENSATION FOR THE HARM THAT WILL BE
CAUSED BY DELAYS.
1.
2.
3.
4.
5.
INSTALLATION, DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE
SIGNS AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE
CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS" (M.U.T.C.D.)
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL
"STANDARD ALPHABETS FOR HIGHWAY SIGNS" US DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
BACKING MATERIAL:
ALUMINUM SHALL BE FLAT SHEET OF 6061-T6 ALLOW, 0.100" GAUGE.
TEMPORARY SIGN SUPPORT:
SIGN SUPPORTS SHALL BE WELL SEASONED LUMBER, S4S, FREE OF
SPLITS, KNOTS AND WARPS OR, OF STEEL OR ALUMINUM COMPONENTS.
WOOD POSTS SHALL HAVE A UNIFORM CROSS SECTION AND SHALL NOT
EXCEED THE FOLLOWING DIMENSIONS FOR:
SINGLE POST: 4" x 6"
TWO POST: 3" x 6" OR 4" x 5"
THREE POSTS: 3" x 5" OR 4" x 4"
NO BRACING IS PERMITTED. VERTICAL CLEARANCE FOR SIGNS
MOUNTED ON WOOD SUPPORTS SHALL BE 7'-0" DESIRABLE, 6'-0"
MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT
EXCEED 3'-6".
STEEL OR ALUMINUM POSTS SHALL BE IN ACCORDANCE WITH THE
STANDARD DETAIL FOR SELECTIVE DIRECTIONAL SIGNS, CONSTRUCTION
AND "M", "W" AND "R" BENDWAY SIGN SUPPORTS.
TEMPORARY SIGN SUPPORTS NOT MEETING CRITERIA SHALL BE
SHIELDED BY A LONGITUDINAL BARRIER OR CRASH CUSHION.
SIGN NOTES:
SIGN FACES SHALL BE RETROREFLECTIVE SHEETING CONFORMING TO
SUBSECTION 916.04 TYPE II SHEETING. ALL ADVANCE WARNING SIGNS
("W" PREFIX) ARE TO BE FABRICATED USING TYPE IV-B (FLUORESCENT
ORANGE 3M "V.I.P. DIAMOND GRADE" SHEETING) REFLECTIVE SHEETING.
ALL SUCH SIGNS SHALL BE NEW OR IN LIKE-NEW CONDITION, IN THE
OPINION OF THE INSPECTOR, AT THE COMMENCEMENT OF WORK.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH
BOLTS, NUTS AND WASHERS OF ALUMINUM (2024-T4 ALLOY) OR HOT-DIP
GALVANIZED STEEL (ASTM 153).
CAUTION!
CONSTRUCTION IN PROGRESS.
PLEASE BE CAREFUL WALKING AND DRIVING IN THIS AREA.
THANK YOU FOR YOUR PATIENCE.
MAYOR AND COUNCIL, BOROUGH OF AVALON
THE CONTRACTOR SHALL FURNISH AND ERECT TEMPORARY
SIGNS TO BE INSTALLED AT THE LIMITS OF CONSTRUCTION
THROUGHOUT THE DURATION OF THE PROJECT. SIGNS HAVE
BEEN ACCOUNTED FOR IN THE QUANTITIES FOR EVERY
INTERSECTION, BUT THE CONTRACTOR MAY MOVE AND REUSE
SIGNS AS NECESSARY DEPENDING WHERE THE CREWS ARE
WORKING. THE SIGN SHALL READ:
CONTRACTOR SHALL SUBMIT DETAIL OF THE SIGNS FOR
APPROVAL BY THE ENGINEER. SIGNS SHALL BE PAID FOR UNDER
BID ITEM NO. 6, CONSTRUCTION SIGNS.
NOT TO SCALE
CONSTRUCTION SIGN
30"
TEMPORARY
CONSTRUCTION
SIGN
30"
GENERAL TRAFFIC NOTES
TEMPORARY SIGN NOTES
ITEM NO. 6 (CONSTRUCTION
SIGNS) REFERS TO SIGN STATING
THE FOLLOWING: "CAUTION!
CONSTRUCTION IN
PROGRESS....MAYOR AND
COUNCIL, BOROUGH OF AVALON"
SEE DETAIL ON THIS SHEET
TEMPORARY
CONSTRUCTION
SIGN
30"
30"
PRIOR TO THE COMMENCEMENT OF THE
DAY'S WORK, THE CONTRACTOR SHALL
PLACE ANY TEMPORARY TRAFFIC
CONTROL REQUIRED FOR THAT DAY. THE
CONTRACTOR SHALL ALSO INSPECT ALL
TEMPORARY CONSTRUCTION SIGNAGE TO
ENSURE THAT IT IS STILL IN PLACE.
TEMPORARY
CONSTRUCTION
SIGN
TEMPORARY SIGNAGE
NOT TO SCALE
RIDGEWOOD ROAD
TO
ROAD CLOSED
THRU TRAFFIC
SIGNS TO BE INCLUDED IN THE
PRICE FOR TRAFFIC CONTROL
ORANGE
NON-REFLECTORIZED
SPACE
2" MAX ORANGE
NON-REFLECTORIZED
SPACE (TYP.)
6" MIN. ORANGE
REFLECTORIZED
STRIPES (TYP.)
6" MIN. WHITE
REFLECTORIZED
STRIPES (TYP.)
18" MIN. DIA.
LARGER THAN TOP
BASE DIA. MAY BE
36" APPROX.
NUMBERED SIDE STREET
NUMBERED
SIDE STREET
THE CONTRACTOR SHALL BE REQUIRED
TO PLACE AND MAINTAIN ALL DETOURS IN
ACCORDANCE WITH THE LATEST REVISION
OF THE MUTCD MANUAL THROUGHOUT
THE DURATION OF CONSTRUCTION
14
TRAFFIC CONTROL DETAILS
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/24
08/24/2022
08/24
08/24
08/24
08/24
HUDSON-ESSEX & PASSAIC SOIL CONSERVATION DISTRICT
NOTE:
FOR USE WHEN PUMPING
RATE IS 50 GPM MAXIMUM
DRAINAGE
DESIGN CRITERIA OF STORM SEWER INLET PROTECTION:
1.
MUST SLOW THE STORM WATER TO PROVIDE THE COARSE SEDIMENT
PARTICLES A CHANCE TO SETTLE, AND PROVIDE AN AREA TO RETAIN
THE PARTICLES THAT HAVE SETTLED.
2.
IN ALL CASES, INLET PROTECTION SHOULD NOT COMPLETELY CLOSE
OFF THE INLET. PROVISION MUST BE MADE TO ALLOW STORM WATER
TO OVERFLOW OR BYPASS FILTER.
3.
THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE OR FILTER
RUNOFF FROM THE 1 YEAR, 24 HOUR STORM EVENT AND SHALL
SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER
SYSTEM.
4.
OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM
SEWER INLET PROTECTION MAY BE USED IF APPROVED BY THE SOIL
CONSERVATION DISTRICT.
5.
INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND
REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. THE
BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARD
THE INLET HAS BEEN STABILIZED.
6.
THE CONTRACTOR SHALL INSTALL STORM SEWER INLET PROTECTION
IN ACCORDANCE WITH THE SE&SC IN NJ, #28-1, JANUARY 2014.
BAG DETAIL
INSTALLATION DETAIL
EXCESS
FLOW
NTS
FOR TRENCH DEWATERING OPERATIONS
SEDIMENT TRAP DETAIL
NTS
INLET SEDIMENT CONTROL DEVICE DETAIL
PLAN
SECTION B-B
SECTION A-A
NOTE:
FOR USE WHEN PUMPING
RATE IS 50 GPM MAXIMUM
EXISTING
GRADE
2"x2"x4' WOODEN
STAKES - TWO EACH
2"x2"x4' WOODEN
STAKES - TWO EACH
HAY BALES
CONSTRUCT
EARTH BERM
DRAINAGE
GRADE
DRAWSTRING RUNNING
THROUGH THE FABRIC
ALONG TOP OF FENCE
DIG 6" WIDE &
DEEP TRENCH,
BURY BOTTOM
FLAP, TAMP IN PLACE
FENCE POST
(SPACING 8'-0" C TO C)
FABRIC SECURED TO POST WITH METAL
FASTENERS AND REINFORCEMENT
BETWEEN FASTENER AND FABRIC.
2'-0" MIN.
6"
6"
SILT ACCUMULATION
2'-0" MIN.
8'-0" OR CLOSER
DUMP STRAPS
(2 EACH)
EXPANSION
RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
R
SILTSACK AS
MANUFACTURED
BY ACF
DUMP
STRAP
1" REBAR FOR
BAG REMOVAL
FROM INLET
DUMP
STRAP
OPTIONAL WIRE FENCE
BEHIND FABRIC FOR
"SUPER" SILT FENCE
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
INLET FILTER BAG
DUMP STRAPS
(2 EACH)
1" REBAR FOR
BAG REMOVAL
FROM INLET
INLET GRATE
B
B
A
A
B
B
A
A
NOTES:
1.
FILTER BAGS WILL BE USED AS AN EFFECTIVE FILTER MEDIUM TO CONTAIN
SAND, SILT AND FINES WHEN TRENCH DEWATERING. THE WETLAND FILTER BAG
CONTAINS THESE MATERIALS WHILE ALLOWING THE WATER TO FLOW THROUGH
THE FABRIC.
2.
WETLAND FILTER BAGS MAY REPLACE HAY BALE CORRALS DURING TRENCH
DEWATERING, AT THE DISCRETION OF THE ENVIRONMENTAL INSPECTOR. TO
INSURE, PROPER INSTALLATION, FILTER BAGS WILL BE PLACED ON RELATIVELY
FLAT TERRAIN FREE OF BRUSH AND STUMPS TO AVOID RUPTURES AND
PUNCTURES. PROPER INSTALLATION REQUIRES CUTTING A SMALL HOLE IN THE
CORNER OF THE BAG, INSERTING THE PUMP DISCHARGE HOSE, AND THEN
SECURING THE DISCHARGE HOSE TO THE BAG WITH A HOSE CLAMP. FILTER
BAGS WILL BE PLACED AS FAR AWAY FROM FLOWING STREAMS AND WETLANDS
AS POSSIBLE.
3.
PRIOR TO REMOVING A BAG FROM THE HOSE, THE BAG WILL BE TIED OFF
BELOW THE END OF THE HOSE ALLOWING THE BAG TO DRAIN. DRAINAGE WILL
NOT BE ALLOWED THROUGH THE INLET HOLE. TO AVOID RUPTURE, THE BAGS
WILL BE ATTENDED AND PUMPING RATES MONITORED. ONCE THE BAG IS
INFLATED TO A HEIGHT OF 4 FEET, PUMPING WILL STOP TO AVOID RUPTURE.
FILTER BAGS USED DURING CONSTRUCTION WILL BE BUNDLED AND REMOVED
FOR PROPER DISPOSAL.
4.
FILTER BAGS ARE CONSTRUCTED OF NON-WOVEN GEOTEXTILE FABRIC. A
MAXIMUM OF ONE SIX INCH DISCHARGE HOSE WILL BE ALLOWED PER FILTER
BAG. BAG CAPACITY WILL BE EXCEEDED BEYOND 2,000 GALLONS PER MINUTE.
TYPICAL BAG DIMENSIONS ARE 15 FEET BY 13.25 FEET. TO HELP PREVENT
PUNCTURES, GEOTEXTILE FABRIC WILL BE PLACED BENEATH THE FILTER BAG
WHEN USED IN WOODED LOCATIONS. UNATTENDED FILTER BAGS WILL BE
ENCIRCLED WITH A HAYBALE OR SILT FENCE CORRAL. HOSE CLAMPS WILL BE
USED TO SECURE THE DISCHARGE HOSE, WIRE OR STRING WILL NOT BE USED.
NTS
FOR TRENCH DEWATERING OPERATIONS
FILTER BAG DETAIL
FILTER BAG
FILTER BAG
HOSE CLAMP
WOODEN STAKES
PUMP DISCHARGE
HOSE
SET ON FILTER
FABRIC
15'
13.25'
NOTE: LIMIT ONE DISCHARGE
HOSE PER BAG
15'
HOSE CLAMP
WOODEN STAKES
PUMP
DISCHARGE
HOSE
FILTER FABRIC
GROUND
SURFACE
4'
MAX.
CROSS SECTION
PLAN VIEW
(SEE PAGES 9-1 THROUGH 9-9 FOR COMPLETE STANDARD FOR TREE PROTECTION DURING CONSTRUCTION)
PROTECTED
ROOT ZONE
(PRZ)
1.
ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING
THE CRITICAL ROOT RADIUS (CRR).
MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5
FEET ABOVE GROUND ON THE UPHILL SIDE OF TREE) IN INCHES.
MULTIPLY THE MEASURED DBH BY 1.5 OR 1.0. EXPRESS THE
RESULT IN FEET.
DBH x 1.5: CRITICAL ROOT RADIUS FOR OLDER, UNHEALTHY OR
SENSITIVE SPECIES.
DBH x 1.0: CRITICAL ROOT RADIUS FOR YOUNGER, HEALTHY OR
TOLERANT SPECIES
2.
ALL SPECIMEN TREES AS SHOWN ON THE PLANS TO REMAIN ARE TO
BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL
INSTALL SNOW FENCING AT THE DRIP LINE OF EACH SPECIMEN TREE
BEFORE WORKING IN THE VICINITY OF THE TREE, AS DIRECTED BY
THE ENGINEER.
3.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT
MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE
INSTALLED BEYOND THE CRR. TREE ROOT SYSTEMS COMMONLY
EXTEND WELL BEYOND THE DRIP LINE.
4.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PRZ.
5.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED
BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED.
EXPOSED ROOTS SHOULD BE COVERED WITH TOPSOIL IMMEDIATELY
AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE
A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED
DURING HOT WEATHER SHOULD BE IRRIGATED TO PREVENT
PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE
PRESCRIBED BY A PROFESSIONAL FORESTER OR LICENSED TREE
EXPERT.
4.5'
DBH
CRITICAL
ROOT RADIUS
(CCR)
DRIPLINE
NTS
TREE PROTECTION DURING CONSTRUCTION
NTS
SILT FENCE DETAIL
REQUIREMENTS FOR SILT FENCE:
1.
FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO CENTER OR CLOSER.
THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT
LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF
HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1-1/2 INCHES.
2.
"SUPER" SILT FENCE - A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS
AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE
POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE
FABRIC. POSTS MAY BE SPACED LESS THAN 8 FEET ON CENTER AND MAY BE
CONSTRUCTED OF HEAVIER WOOD OR METAL AS NEEDED TO WITHSTAND
HEAVIER SEDIMENT LOADING. THIS PRACTICE IS APPROPRIATE WHERE
SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS
EXPECTED. "SUPER" SILT FENCE IS NOT TO BE USED IN PLACE OF PROPERLY
DESIGNED DIVERSIONS WHICH MAY BE NEEDED TO CONTROL SURFACE
RUNOFF RATES AND VELOCITIES.
3.
A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE
MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE
GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND.
THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM
CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH
STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS,
WASHERS, ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE
FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE
POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP
PORTION OF THE FENCE FOR ADDED STRENGTH.
4.
SILT FENCE TO BE INSPECTED REGULARLY AND AFTER ANY SIGNIFICANT
RAINFALL.
15
SESC DETAILS
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
www.mottmacamericas.com
Date
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
KENSINGTON AVENUE
AND EDGAR AVENUE
DRAINAGE IMPROVEMENTS
STD
16
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
RS
RS
SJA
KKN
KKN
08/26
08/26/2022
08/26
08/26
08/26
08/26
16
SESC NOTES
11.
CERTIFICATE OF OCCUPANCY. PLEASE GIVE THE DISTRICT ONE WEEK NOTICE TO SCHEDULE THIS INSPECTION.
19.
12.
18.
17.
16.
15.
14.
13.
10.
9.
8.
7.
6.
5.
4.
3.
2.
ALL DEWATERING OPERATIONS SHALL DISCHARGE INTO AN APPROVED SEDIMENT BASIN.
MAXIMUM SIDE SLOPES SHALL NOT EXCEED 2:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT.
A CRUSHED STONE WHEEL CLEANING "TRACKING PAD" IS TO BE INSTALLED AT ALL SITE EXITS USING 2 1/2 INCH STONE, TO A
ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR THE PROPER REVIEW.
ALL SURFACES SHALL BE TREATED WITH 6" OF TOPSOIL PRIOR TO SEEDING.
ALL PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT USE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS
ALL STORM DRAINAGE OUTLET POINTS WILL BE PROTECTED AS REQUIRED BEFORE THEY BECOME OPERATIONAL.
ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED PERIODICALLY.
ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.
OR BY HYDROSEEDING AS PER THE MANUFACTURERS SPECIFICATIONS.
ACRE, OR 75 POUNDS PER 1000 SQUARE FEET. IN NO CASE SHALL MORE THAN FIVE DAYS ELAPSE BETWEEN MULCHING
MULCH MATERIALS SHALL BE UNROTTED SALT HAY OR SMALL GRAIN STRAW AT THE RATE OF AT LEAST 1.5 TONS PER
UNTIL VEGETATION AND/OR PAVING IS ESTABLISHED.
ALL STORM DRAINAGE INLETS SHALL BE PROTECTED WITH GRAVEL FILTERS, FABRIC FILTER OR HAY BALES
COVER HAS BEEN ESTABLISHED.
SEDIMENT FENCES ARE TO REMAIN IN PLACE AND MAINTAINED PROPERLY UNTIL PERMANENT VEGETATIVE
FALL: (AUGUST 15 - OCTOBER 15)
SPRING: (MARCH 15 - MAY 30)
OR PERMANENT VEGETATION.
SEEDING DATES: THE FOLLOWING ARE RECOMMENDED SEEDING DATES FOR THE ESTABLISHMENT OF TEMPORARY
ALL SOIL TO BE STOCKPILED FOR A PERIOD OF GREATER THAN 30 DAYS WILL BE TEMPORARILY SEEDED AND HAY
1.
PERMANENT PROTECTION IS ESTABLISHED. AFTER RESTORATION IS COMPLETE, TEMPORARY CONTROL MEASURES
INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL
EROSION AND SEDIMENT CONTROL," (LATEST REVISION),
WITH THE "NEW JERSEY STANDARDS FOR SOIL
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED, AND MAINTAINED IN ACCORDANCE
NOTES FOR SOIL EROSION AND SEDIMENT CONTROL:
HAVING A pH OF 5 OR MORE BEFORE SEEDBED PREPARATION. THE ADDED SOIL SHALL BE LIMED AS ABOVE.
NOTE: SOILS HAVING A pH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL
90
180
2
4
STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION
FOLLOW-UP OF TOPDRESSING IS NOT MANDATORY.
*IF SLOW RELEASE NITROGEN (300 POUNDS 30-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THIS
D. BERMUDAGRASS SHOULD BE TOPDRESSED BEFORE AUGUST 15.
C. MIXTURES DOMINATED BY WEEPING LOVEGRASS OR LEGUMES MAY NOT NEED TOPDRESSING.
B. FALL SEEDINGS WILL REQUIRE THE ABOVE BETWEEN MARCH AND MAY 1.
OR 10 POUNDS PER 1,000 SQ. FT. BETWEEN SEPTEMBER 1 AND OCTOBER 15.
A. SPRING SEEDLINGS WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-10-10 OR EQUIVALENT AT 400 POUNDS PER ACRE
VI. TOPDRESSING
OR HOT WEATHER OR DROUGHTY SITES.
TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDLINGS ARE MADE IN ABNORMALLY DRY
IF SOIL MOISTURE IS DEFICIENT, AND MULCH IS NOT USED, SUPPLY NEW SEEDLINGS WITH ADEQUATE WATER ( A MINIMUM OF 1/2 INCH
V. IRRIGATION (WHERE FEASIBLE)
USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE MAY BE APPLIED BY A HYDROSEEDER.
PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS.
NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE
AT RATES RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS.
3. SYNTHETIC OR ORGANIC BINDERS - BINDERS SUCH AS CURASOL, DCA-70, PETRO-SET, AND TERRA-TACK MAY BE USED
SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE.
APPLY 0.04 GAL./SQ. YD. OR 194 GAL./ACRE ON FLAT AREAS AND ON SLOPES LESS THAN 8 FEET HIGH. ON
2. CUTBACK ASPHALT - RAPID CURING (RC-70, RC-250, AND RC-800) OR MEDIUM CURING (MC-250 OR MC-800).
HIGH, USE 0.075 GAL./SW. YD. OR 363 GAL./ACRE.
APPLY 0.04 GAL./SQ./YD. OR 194 GAL./ACRE ON FLAT SLOPES LESS THAN 8 FEET HIGH. ON SLOPES 8 FEET OR MORE
1. EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, AND CRS-2).
B. USE ONE OF THE FOLLOWING:
REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.
A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS.
4. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY, OR STRAW MULCHES.
IS REQUIRED.
ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT
LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE
TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND
3. CRIMPER (MULCH ANCHORING TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISCHARROW, ESPECIALLY DESIGNED
NETTING IN AREAS TO BE MOWED.
2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE
TWO OR MORE ROUND TURNS.
STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH
ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY
1. PEG AND TWINE - DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN
MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS.
C. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS
AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION.
COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQ. FT. SECTIONS
B. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75% TO 95% OF THE SOIL SURFACE WILL BE
THE LOWER RATE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MATERIAL.
INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION MUST BE DOUBLE
RATE OF 1-1/2 TONS PER ACRE (75 LBS. PER 1,000 SQ. FT.), EXCEPT THAT WHERE A CRIMPER IS USED
A. MULCH MATERIALS SHOULD BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO BE APPLIED AT THE
OF THE PROJECT OR UNIT COMPLETION SHALL BE DEEMED AS COMPLIANCE WITH THE MULCHING REQUIREMENT.)
PROMOTE FASTER AND EARLIER ESTABLISHMENT. (THE EXISTENCE OF SATISFACTORY PERMANENT VEGETATION AT THE TIME
MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL
IV. MULCHING
CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.
CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE
C. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE
OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING
TRAVEL. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH THE SEED. EXCEPT FOR DRILLED, HYDROSEEDED OR
HYDROSEEDER. THE LATTER MAY BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE CONVENTIONAL VEHICLES CANNOT
B. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL, CULTIPACKER SEEDER, OR
SOIL CONSERVATION SERVICE WHICH IS APPROVED BY THE SOIL CONSERVATION DISTRICT.
A. SELECT A MIXTURE FROM TABLE 3.2-1 OR USE MIXTURE RECOMMENDED BY THE COOPERATIVE EXTENSION SERVICE OR
III. SEEDING
FIRMED AS ABOVE.
D. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND
AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL.
C. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH
AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS
HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL
B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH
PULVERIZED DOLOMITIC LIMESTONE IS PREFERRED FOR MOST SOILS SOUTH OF THE NEW BRUNSWICK-TRENTON LINE.
LOAMY SAND, SAND
SANDY LOAM, LOAM, SILT LOAM 3 135
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
SOIL TEXTURE TONS/ACRE LBS./1,000 SQ. FT.
MAGNESIUM OXIDES) AS FOLLOWS:
LIEU OF TOPDRESSING (SEE PAGE 3.2.7, SECTION IV). APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS
EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OF EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN
MAY BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR
SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER
UNIVERSITY SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION
A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY RUTGERS
II. SEEDBED PREPARATION
DEFINITION
SEE STANDARDS 4.2 THROUGH 4.16.
STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS.
B. INSTALL NEEDED EROSION CONTROL PRACTICES AND FACILITIES SUCH AS DIVERSIONS, GRADE
SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING, P. 4.11.
PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. ALL GRADING
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
I. SITE PREPARATION
METHODS AND MATERIALS
ON EXPOSED SOILS THAT HAVE A POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE.
WHERE APPLICABLE
ENVIRONMENT.
TO PERMANENTLY STABILIZE THE SOIL, ASSURING CONSERVATION OF SOIL AND WATER, AND TO ENHANCE THE
PURPOSE
FOR LONG TERM PROTECTION.
ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOILS WHERE PERENNIAL VEGETATION IS NEEDED
INSTALL STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE, SOIL EROSION AND
SEDIMENT CONTROL MEASURES, ESTABLISH STAGING AND STOCKPILE AREAS.
INSTALL EROSION CONTROL MEASURES TO THE WORK AREA AS REQUIRED FOR CONSTRUCTION.
INSTALL TEMPORARY AND/OR PERMANENT SEEDING AS REQUIRED ALONG AREAS
DISTURBED BY CONSTRUCTION.
PROCEED WITH PROJECT AND REMOVE TREES
UPON COMPLETION OF SEDIMENT REMOVAL, REMOVE SOIL EROSION AND SEDIMENT CONTROL
MEASURES, AND RESTORE STAGING AND STOCKPILE AREAS.
SEQUENCE OF CONSTRUCTION
1.
2.
3.
4.
5.
MULCHED, (OR HYDROSEEDED).
THE CONTRACTOR MUST OBTAIN A DISTRICT ISSUED "REPORT OF COMPLIANCE" PRIOR TO APPLYING FOR THE MUNICIPAL
A BOND WILL BE ACCEPTED BY THE DISTRICT TO ISSUE A TEMPORARY REPORT OF COMPLIANCE WHEN SNOW COVER PROHIBITS
THE PROPER SEED, MULCH OR HYDROSEED APPLICATION.
RUNOFF IS DIRECTED TO A PROPER SEDIMENT BASIN.
LENGTH OF AT LEAST 50 FEET. ALL DRIVEWAYS MUST EXHIBIT THIS ITEM IN THE DRIVE DURING CONSTRUCTION.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT MUST BE NOTIFIED, IN WRITING, FOR THE SALE
ADDRESS, AND PHONE NUMBER SHALL BE PROVIDED TO THE DISTRICT.
FINAL RESTORATION SHALL BE UNDERTAKEN AS SOON AS AN AREA IS NO LONGER NEEDED FOR CONSTRUCTION,
20.
STOCKPILING, OR ACCESS.
ALL EXCAVATED MATERIAL SHALL BE STOCKPILED WITHIN THE STOCK PILE AREA FOR DEWATERING PRIOR TO
BEING REGRADED ON SITE.
21.
WRITTEN NOTIFICATION SHALL BE PROVIDED TO THE SOMERSET-UNION SOIL DISTRICT 48 HRS. PRIOR TO THE START OF ANY
LAND DISTURBANCE.
22.
DURATION OF THE PROJECT CONSTRUCTION WILL BE APPROXIMATELY 2 MONTHS.
6.
SUITABLE FOR ESTABLISHING VEGETATIVE COVER OR UNTIL FINAL RESTORATION IS IMPLEMENTED.
SUITABLE FOR GROWING VEGETATION. IN THIS CASE, MULCH WILL BE APPLIED UNTIL CONDITIONS ARE
SHALL BE REQUIRED FOR TEMPORARY PROTECTION, EXCEPT WHERE SEASONAL CONDITIONS ARE NOT
SEVEN DAYS AND COMPLETED MORE THAN 30 DAYS AFTER THE START OF CONSTRUCTION, SEEDING
PROTECTIVE MEASURES WILL BE REQUIRED. IF FINAL RESTORATION IS EXPECTED TO BEGIN MORE THAN
WITHIN SEVEN DAYS AFTER THE COMPLETION OF CONSTRUCTION, IN WHICH CASE NO TEMPORARY
VEGETATIVE COVER EXCEPT IN AREAS WHERE FINAL RESTORATION IS EXPECTED TO BE COMPLETED
AND/OR MULCHED UNTIL PROPER WEATHER CONDITIONS EXIST FOR ESTABLISHMENT OF A PERMANENT
DISTURBED AREAS THAT WILL BE EXPOSED IN EXCESS OF 14 DAYS SHALL BE TEMPORARILY SEEDED
SHALL BE REMOVED AND DISPOSED OF PROPERLY.
PREPARED BY THE NEW JERSEY STATE SOIL CONSERVATION COMMITTEE. THESE MEASURES WILL BE
ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH
REQUIREMENTS OF N.J.A.C. 7:22-10.11(C).
23.
OF ANYPORTION OF THE PROJECT OR FOR THE SALE OF ANY BUILDING LOTS, NEW OWNER NAME(S),
10% ALAIRE PERENNIAL RYE GRASS
20% KENTUCKY BLUE GRASS
30% CREEPING RED FESCUE
40% PERENNIAL RYE GRASS
SOILS AND SEED MIXTURES
TABLE 3.2-1
TABLE 3.1-1
NOTES:
THE TABLES 3.1-1 AND 3.2-1 WERE DIRECTLY
TAKEN FROM SOIL EROSION & SEDIMENT CONTROL
STANDARDS FOR NEW JERSEY
--- Document: Makatom, Morningside, Indian Spring, and Orchard Drainage Improvement Project - Resident Letter and Zoom Meeting Information ---
Topic: Makatom, Morningside, Indian Spring, and Orchard Drainage Improvement Project
Time: Mar 31, 2021 07:00 PM Eastern Time (US and Canada)
Join Zoom Meeting
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Meeting ID: 918 8274 1859
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--- Document: Phase 2B Plans ---
P: \218152AA01 Cranford dwg\G\G-1.dwg 2/7/06 4:42 pm
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
NORTHEAST QUADRANT STORMWATER MANAGEMENT PROJECT
RIVERSIDE DRIVE NORTH AND SOUTH
GRAVITY STORM SEWER INTERCONNECTIONS
CONTRACT
2B
TOWNSHIP COMMITTEE
THOMAS H. HANNEN, JR., MAYOR
ANN DOOLEY, DEPUTY MAYOR
PATRICK GIBLIN
JEAN MAISONNEUVE
MARY O'CONNOR
TOWNSHIP ATTORNEY
RYAN J. COOPER, ESQ.
BUSINESS ADMINISTRATOR
TERENCE WALL, MPA, RMC, QPA
TOWNSHIP ENGINEER
WILLIAM E. MASOL, P.E., C.Μ.Ε., C.F.M.
TOWNSHIP CLERK
PATRICIA DONAHUE
ECHO LAKE
TOWN
No
PROJECT
LOCATION
rook
NOMAHEGAN
INDEX
BINDING ORDER
SHEET NO.
DESCRIPTION
123
G-1
2
TITLE SHEET
S-1
GENERAL SITE PLAN
P-1
PLAN & PROFILE
NORTH INTERCONNECTION
4
P-2
PLAN & PROFILE
NORTH INTERCONNECTION
5
P-3
PLAN & PROFILE
SOUTH INTERCONNECTION
6
P-4
PLAN & PROFILE
BORD
SOUTH INTERCONNECTION
7
P-5
PLAN & PROFILE
SOUTH INTERCONNECTION
8
P-6
PLAN & PROFILE
SOUTH INTERCONNECTION
9
W-1
10
W-2
11
D-1
12
D-2
DETAILS AND NOTES
13
SE-1
PLAN FRESHWATER WETLANDS GENERAL PERMIT NO. 2
PLAN
FRESHWATER WETLANDS GENERAL PERMIT NO. 2
DETAILS AND NOTES
SOIL EROSION/SEDIMENT CONTROL PLAN
SOURCE:
LOCATION PLAN
2000
2000
4000
SCALE IN FEET
U.S.G.S. ROSELLE, NEW JERSEY QUADRANGLE,
7.5 MINUTE SERIES TOPOGRAPHIC MAPPING,
PHOTO REVISED 1981
JANUARY 2016
REVISED MARCH 2018
M
MOTT
M
MACDONALD
Certificate No. 24GA28016600
ELECTRIC
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
ELECTRIC DIVISION
472 WESTON CANAL ROAD
SOMERSET, NEW JERSEY 08873
(908) 558-7524
WATER
ELIZABETHTOWN WATER COMPANY
1341 NORTH AVENUE
PLAINFIELD, NEW JERSEY 07062
(908) 791-3465
COUNTY ROADS AND BRIDGES
UNION COUNTY DEPARTMENT OF PUBLIC WORKS
2371 SOUTH AVENUE
SCOTCH PLAINS, NEW JERSEY 07076
(908) 789-3675
UTILITIES
TELEPHONE
VERIZON TELEPHONE COMPANY
445 GEORGES ROAD
NORTH BRUNSWICK, NEW JERSEY 08902
(732) 418-5601
CABLE
COMCAST CABLEVISION OF NEW JERSEY
800 RAHWAY AVENUE
UNION, NEW JERSEY 07083
(732) 602-7444
GAS
ELIZABETHTOWN GAS COMPANY
UNION DIVISION HEADQUATERS
520 GREEN LANE
UNION, NEW JERSEY 07083
(908) 289-5000
(908) 289-5000
SANITARY SEWER
TOWNSHIP OF CRANFORD
PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING
8 SPRINGFIELD AVENUE
CRANFORD, NJ 07016
(908) 709-7217
RVSA
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE
RAHWAY, NEW JERSEY 07065
(732) 388-0868
Dob Rolle
JOHN K. RUSCHKE
Professional Engineer-N.J. Lic. No. 37148
Contract2B
WEST END PLACE
CRESCENT
PARKWA
ΠΠ
BALMIERE
①
SOUTH GRAVITY STORM
'SEWER INTERCONNECTION TO
STORMWATER PUMP STATION
(TYP.) (SEE SHEETS P-3, P-4
P-5 AND P-6)
LIMIT OF DISTURBANCE FOR NORTH
AND SOUTH INTERCONNECTION SEWERS
WILL BE LIMITED TO THE THE PAVED
AREAS OF THE ROADWAY (TYP)
RIVERSIDE
PLACE
CLAR
NORMANDIE
PLACE
FRANKLIN
PLACE
Θ
Π
CLINTON
PLACE
AVENUE
HENLY
Π
EL MORE
AVENUE
Π
Π
Π
@
00
AVENUE
LA SALLE
AVENUE
DAK
LANE
Cadd: L:\municipal\Cranford Township 363145 Phase 28 NE Quad\S\S-1.dwg
Π
NJDEP FLOOD HAZARD
AREA LIMIT (TYP)
RICHMOND
AVENUE
KEMPTED TOWNSHIP
RIVERVIEW
Մ
KENSINGTON AVENUE
APPROX. FRESHWATER
WETLANDS LIMIT (TYP)
EDGAR
AVENUE
AV
AVENUE
Π
Π
@
EXISTING STORMWATER PUMP
STATION AND OUTFALL
BELMONT
VENETIA
AVENUE
PARK
GLENWOOD
LEGEND
NEW DRAIN INLET
NEW STORM MANHOLE
NEW STORM SEWER PIPE
NEW TEMPORARY SHEETING
EXISTING DRAIN INLET
EXISTING SEWER MANHOLE
EXISTING SANITARY
NOMAHEGAN
PARK
8"SAN
30"STORM-
EXISTING STORM
①
6"W
EXISTING WATER
8"G
EXISTING GAS
UTILITY POLE
FIRE HYDRANT
APPROX. NJDEP FLOODWAY
LIMIT (TYP)
Revision
3/12/18 REVISED AS PER SOMERSET-UNION SCD
2/2/18 REVISED AS PER CRANFORD TWP.
1/6/17 REVISED AS PER NJPEP COMMENTS
Date
216
8
TREE LINE
* FENCE
PROPERTY BOUNDARY
WETLANDS
APPROX. NJDEP FLOODWAY LIMIT
BLOCK
LOT
APPROXIMATE LOCATIONS OF
BORINGS TAKEN IN NOVEMBER 2003
APPROXIMATE LOCATIONS OF
BORINGS TAKEN IN JANUARY 2000
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
NORTHEAST QUADRANT
STORMWATER MANAGEMENT PROJECT CONTRACT 2B
RIVERSIDE DRIVE NORTH AND SOUTH GRAVITY STORM
SEWER INTERCONNECTIONS
GENERAL SITE PLAN
M
MACDONALD
MOTT
M
Certificate No. 24GA28016600
412 Mount Kemble Avenue
Suite G22
JOHN K. RUSCHKE
PROFESSIONAL ENGINEER N.J. LIC. NO. 37148
Designed
Drawn
Checked
Approved
Date
Tel: 908.730.6000 Fax: 973.267.2890
Morristown, New Jersey 07960
KKN
SJA
DJH
JKR
1/25/16
NORTH GRAVITY STORM SEWER
INTERCONNECTION TO STORMWATER
PUMP STATION (ΤΥΡ.)
(SEE SHEETS P-1 AND P-2)
STORMWATER GUTFALL APPROVED
UNDER NJDEP PERMIT NO. 2003-03-0003.1
NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS
AND DEPTHS OF ALL EXISTING UTILITY LINES AT
PROPOSED SEWER CROSSINGS SHOWN ON THIS PLAN
PRIOR TO SUBMITTAL OF SHOP DRAWINGS.
2. DATUM: ALL ELEVATIONS REFERRED TO NGVD OF
1929
3. PROPERTY LINES AND LOT AND BLOCK NUMBERS
TAKEN FROM TOWNSHIP OF CRANFORD TAX MAPS
PREPARED BY LITTON AERO SERVICE, DATED 1977
4. ONCE STAGING AREAS ARE ESTABLISHED,
CONTRACTOR SHALL NOTIFY THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT OF THEIR LOCATION.
5. ALL STORM DRAIN INLETS SHALL BE PROTECTED WITH
AN INLET SEDIMENT CONTROL DEVICE TO PREVENT
ENTRY OF SEDIMENTS.
20
BROOKDALE
ROAD
ROAD
DUNHAM
AVENUE
AVENUE
SUMMIT AVENUE
PLAN- NORTHEAST QUADRANT STORMWATER MANAGEMENT PROJECT CONTRACT 2B
ㅁㅁ
RIVERSIDE DRIVE NORTH AND SOUTH
GRAVITY STORM SEWER INTERCONNECTIONS
100
100
200
SCALE
FEET
B-TB-5
STORMWATER OUTFALLS APPROVED
UNDER NJDEP PERMIT NO. 2003-03-0003.1
File CRANFORD RIVERSIDE DR
Book
Page
Job
363145
S-1
Scale
B/0
Total
AS_NTD
2
13
Drawing No.
Cadd: L:\municipal Cranford Township 363145 Phase 28 NE Quad\P\P-2.dwg
35
40
45
50
55
60
65
70
75
LEGEND
8"SAN
Π
30"STORM-
6"W
8"G
216
NEW DRAIN INLET
NEW STORM MANHOLE
NEW STORM SEWER PIPE
EXISTING DRAIN INLET
EXISTING SEWER MANHOLE
EXISTING SANITARY
EXISTING STORM
EXISTING WATER
EXISTING GAS
UTILITY POLE
FIRE HYDRANT
TREE LINE
FENCE
PROPERTY BOUNDARY
BLOCK
LOT
NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS
AND DEPTHS OF ALL EXISTING UTILITY LINES AT
PROPOSED SEWER CROSSINGS SHOWN ON THIS PLAN
PRIOR TO SUBMITTAL OF SHOP DRAWINGS.
2. DATUM: ALL ELEVATIONS REFERRED TO NGVD OF
1929
3. PROPERTY LINES AND LOT AND BLOCK NUMBERS
TAKEN FROM TOWNSHIP OF CRANFORD TAX MAPS
PREPARED BY LITTON AERO SERVICE, DATED 1977
4. CONTRACTOR SHALL PROTECT SEWER TRUNK LINE
AND LOCAL SEWER SYSTEMS DURING CONSTRUCTION.
ANY DAMAGE INCURRED TO THE 36" SANITARY SEWER
OR THE LOCAL SEWER SYSTEMS DURING CONSTRUCTION
SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST. ALL WORK TO
THE SEWER SYSTEMS SHALL BE APPROVED BY THE
RAHWAY VALLEY SEWERAGE AUTHORITY AND/OR THE
TOWNSHIP.
5. CONTRACTOR TO INSTALL TEMPORARY SHEETING TO
PROTECT THE EXISTING DIKE AS REQUIRED OR AS
ORDERED BY THE ENGINEER. TYPICAL FOR THE ENTIRE
LENGTH OF THE STORM SEWERS.
STORM
612
STEB
GRATE 64.78
INV-59.48
MHN #7
RIM 65.49
24 STORM
ST CB
GRATE-64.71
INV-59.21
RAHWAY RIVER
SEE SHEET P-1
MATCH LINE STA. 6+68
TRA
x 66.7
EXISTING 36" STORM SEWER
AND OUTLET HEADWALL
$5.50
MHN #7
36" RCP
MHN #8
-6"W
CONSTRUCT 127 L.F.
8" PVC 0.4%
CONNECT 36"
RCP TO MHN#7
SAN MH
RIM-65.96
INV-63.00
614
103
60' RIGHT-OF-WAY
NORTH GRAVITY STORM
SEWER INTERCONNECTION (TYP)
36 RCP
6# NHW
08-60
RIVERSIDE
CONSTRUCT 78 L.F.-
8" PVC 0.4%
8" PVC 0.4%
CONSTRUCT SAN MH#5A
RIM 66.0±
INV. IN
INV. OUT
61.35
61.33
616
EXISTING 4'X4' BOX CULVERT
EXPRESS SEWER AND
OUTLET HEADWALL
Θ
CONNECT MHΝ #12 ΤΟ
EXISTING TYPE 'B'" BASIN
WITH 22 L.F. 30" RCP
APPROX. LOCATION
OF EXISTING DIKE
(TYP)
SAN09-50
ΜΗΝ #100
CONSTRUCT 114 LF.
CONSTRUCT SAN MH #6A
RIM 66.4±
INV. IN 61.68
INV. OUT 61.66
6. ONCE STAGING AREAS ARE ESTABLISHED,
CONSERVATION DISTRICT OF THEIR LOCATION.
CONTRACTOR SHALL NOTIFY THE SOMERSET-UNION SOIL
PLAN
NORTH GRAVITY STORM SEWER INTERCONNECTIONS
7. ALL STORM DRAIN INLETS SHALL BE PROTECTED WITH
AN INLET SEDIMENT CONTROL DEVICE TO PREVENT
ENTRY OF SEDIMENTS.
SCALE IN FEET
HORIZONTAL
MATCH LINE SEE SHEET P-1
INV. 59.60
INV. 59.60
EXIST. 8" SAN
INV. 63.00
100
8# NHW
RIM 65.74
$AN MH #5A
RIM 66.0+
127 L.F. 8" PVC 0.4%
78 L.F. 8 PVC 0.4%
EXISTING GRADE (TYP)
EXISTING 36 RCP
TO BE CONNECTED TO
NORTH STORM SEWER
INTERCONNECTION AT MHN #7
96 L.F. 36"
139 L.F. 36"Ø
RCP
0.0026
RCP
0.0025
INV. 59.85
INV. 59.85
INV. 61.33
INV. 61.35
INV.
61.66
INV. 61.68
EXISTING 8 SAN (TYP)
RIVERSIDE DRIVE
INV. 60.20
INV. 60.20
$AN MH #6A
RIM 66.4±
6# NHW
RIM 66.32
618
ΜΗΝ #10
RIM 66.38
EXIST, 8" SAN
INV. 63.60
$AN MH #7A
RIM 66.4±
203
LL NHW
RIM 66.37
36" RCP
MHN #11
244 L.F. 8" PVC @ 0.4%
114 L.F. 8 PVC @ 0.4%
55 L.F. 36"
60 L.. 36"
160 L.F. 36"
RCP
0.00455
RCP
0.0050
RCP
0.00446
6+68
7+67
60+6
9+67
PROFILE
NORTH GRAVITY STORM SEWER INTERCONNECTIONS
30
60
SCALE IN FEET
HORIZONTAL
SCALE IN FEET
VERTICAL
INV. 60.45
INV. 60.50
INV. 62.14
INV. 62.16
INV. 60.80
INV. 60.80
10+30
620
SAN-MH
RIM-66.43
INV-63.60
CONSTRUCT SAN MH #7A
RIM 66.4±
INV. IN 62.16
INV. OUT
62.14
36" RCP
DRIVE
CONNECT EXISTING TYPE
'B' BASIN TO ΜΗΝ #12
WITH 16 L.F. 30" Rep
-CONSTRUCT 244 L.F.
8PVC 0.4%
PROPOSED 4'X4'
APPROX. LOCATION
BOX CULVERT
INV. 56.20
ΜΗΝ #12
RIM 66.03
622
-18 STORM-
$AN MH #8A
RIM 66.55±
EXISTING 8" SAN
INV. 64.10
60
NEW 30 RCP TO BE CONNEC ECTED TO
EXISTING 4'X4' BOX CULVERT
NORTH STORM SEWER
EXPRESS SEWER
INTERCONNECTION AT MHN #12
INV. 60.85±
55
INV. 61.55
11+95
INV. 63.10
INV. 64.10
SAN
MHN #12
EXISTING 30"
STORM SEWER
TO BE REMOVED
CONSTRUCT SAN MH #8A
RIM 66.55±
INV. IN EXISTING
INV. OUT 63.14
64.10
EXISTING 30"
STORM SEWER
EXISTING 30" STORM SEWER
AND OUTLET HEADWALL
حدوة
SAN MH
RIM-66.55
SINV=64.10
LIMIT OF PAVING
Revision
3/12/18 REVISED AS PER SOMERSET-UNION SCD
1/6/17 REVISED AS PER NJPEP COMMENTS
2/2/18 REVISED AS PER CRANFORD TWP.
Date
45
G
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
NORTHEAST QUADRANT
STORMWATER MANAGEMENT PROJECT - CONTRACT 2B
RIVERSIDE DRIVE NORTH AND SOUTH GRAVITY STORM
SEWER INTERCONNECTIONS
PLAN AND PROFILE - NORTH INTERCONNECTION
65
M
M
MOTT
MACDONALD
70
75
Certificate No. 24GA28016600
412 Mount Kemble Avenue
Suite G22
PROFESSIONAL ENGINEER N.J. LIC. NO. 37148
John Rumble
JOHN K. RUSCHKE
Designed
Drawn
Checked
Approved
Morristown, New Jersey 07960
Tel: 908.730.6000 Fax: 973.267.2890
KKN
SJA
DJH
JKR
1/25/16
Date
35
File CRANFORD RIVERSIDE DR
Book
Page
Job
No
363145
P-2
Scale
B/0
Total
AS_NTD
4
13
Drawing No.
Cadd: L:\municipal Cranford Township 363145 Phase 28 NE Quad\P\P-3.dwg
40
355
50
55
60
65
70
75
*
8"SAN
Π
30"STORM —
LEGEND
NEW DRAIN INLET
NEW STORM MANHOLE
NEW STORM SEWER PIPE
EXISTING DRAIN INLET
EXISTING SEWER MANHOLE
EXISTING SANITARY
EXISTING STORM
6"W
EXISTING WATER
8"G
EXISTING GAS
UTILITY POLE
FIRE HYDRANT
TREE LINE
FENCE
PROPERTY BOUNDARY
216
BLOCK
15
LOT
NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS
AND DEPTHS OF ALL EXISTING UTILITY LINES AT
PROPOSED SEWER CROSSINGS SHOWN ON THIS PLAN
PRIOR TO SUBMITTING SHOP DRAWINGS.
2. DATUM: ALL ELEVATIONS REFERRED TO NGVD OF
1929
3. PROPERTY LINES AND LOT AND BLOCK NUMBERS
TAKEN FROM TOWNSHIP OF CRANFORD TAX MAPS
PREPARED BY LITTON AERO SERVICE, DATED 1977
4. CONTRACTOR SHALL PROTECT SEWER TRUNK LINE
AND LOCAL SEWER SYSTEMS DURING CONSTRUCTION.
ANY DAMAGE INCURRED TO THE 36" SANITARY SEWER
OR THE LOCAL SEWER SYSTEMS DURING CONSTRUCTION
SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST. ALL WORK TO
THE SEWER SYSTEMS SHALL BE APPROVED BY THE
RAHWAY VALLEY SEWERAGE AUTHORITY AND/OR THE
TOWNSHIP.
5. CONTRACTOR TO INSTALL TEMPORARY SHEETING TO
PROTECT THE EXISTING DIKE AS REQUIRED OR AS
ORDERED BY THE ENGINEER. TYPICAL FOR THE ENTIRE
LENGTH OF THE STORM SEWERS.
-18" ST
PROTECT EXISTING
15" SAN PIPE
TEMPORARY SHEETING
LIMITS MAY VARY BASED ON
SITE CONDITIONS (TYP)
SEE NOTE NO.5
6. ONCE STAGING AREAS ARE ESTABLISHED,
CONTRACTOR SHALL NOTIFY THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT OF THEIR LOCATION.
7. ALL STORM DRAIN INLETS SHALL BE PROTECTED WITH
AN INLET SEDIMENT CONTROL DEVICE TO PREVENT
ENTRY OF SEDIMENTS.
MATCH LINE
SEE SHEET PR-4
MHS #4
RIM 63.7±
15" SAN
15" SAN
INV. 51.45
INV. 51.45
6+02
MATCH LINE STA.
6+02
SEE SHEET P-4
PLUG AND FILL EXISTING
36" STORM SEWER FROM
MHS #3 FOR A MINIMUM
OF 20 FEET.
JNSTALL 140 L.F. OF 8"
PVC SANITARY PIPE
MATCH EXISTING INVERTS
TRA
83.06
RIVERSIDE
48" RCP
CONNECT EXISTING
18" STORM SEWERS
TO MHS #3
MHS #4
SAN MH
RIM-65.55
INV-56.89
WETLANDS (TYP)
ST OUTFALL
INV-56.55
SAN MH
RIM-65.33
INV=56.86
36 ST
ST MH
RIM-62.68
INV=56.95
SOUTH GRAVITY STORM SEWER
INTERCONNECTION (TYP)
512
215
8" SAN
516
103
ST CHAMBER
ST CHAMBER
RIM=63.91
CHAMBER
RIM=62.72
INV=56.87(OUT)
RIM=63:24
INV=57.09
INV-57.10
INV-56.78(IN)
MHS #3
MHS #2
DRIVE
=12" ST
SAN MH
RIM-63.05
INV=59.13
KENSINGTON
AVENUE
==========27" ST=============
58.45
93.03
LIMITS OF PAVING
(ΤΥΡ.)
NORTH GRAVITY STORM
SEWER INTERCONNECTION (TYP)
SEE SHEETS P-1 AND P-2
EXISTING OUTLET HEADWALL
AND RIPRAP APRON
EXISTING PUMP STATION JUNCTION CHAMBER FOR
NORTH AND SOUTH GRAVITY
STORM SEWER INTERCONNECTIONS
APPROX. LOCATION OF
EXISTING DIKE (TYP)
MHS #1
ST MH
GRATE=65.74
INV=58.60
04.07
$870
54" RCP
54" RCP
EXISTING 30" DIP FORCE MAINS
FOR STORMWATER PUMP
STATION (TYP)
PLAN
SOUTH GRAVITY STORM SEWER INTERCONNECTIONS
امة
3" SAN
MHS #3
RIM 62.8±
EXISTING 48"x76"
HERCP TO BE REMOVED, TYP.
EXISTING GRADE (TYP)
PLUG AND FILL
EXISTING 36"Ø
DOWN WNSTREAM OF MHS #3
SCALE IN FEET
MHS #2
RIM 63.3±
-४
198 L.F. 48"
80 L.F. 54"
70 L.F. 54"
RCP
0.00177
RCP
0.00188
RCP
0.0021
EXISTING STORM SEWER
STRUCTURES TO BE
REMOVED, TYP.
RIVERSIDE DRIVE
INV. 51.
51.10
INV. 50.
50.55
INV. 50.40
INV. 50.40
NV. 49.88
NV. 49.88
4+00
3+17
2+43
PROFILE
SOUTH GRAVITY STORM SEWER INTERCONNECTIONS
30
60
SCALE IN FEET
HORIZONTAL
SCALE IN FEET
VERTICAL
60
MHS #1
RIM 63.9±
TIE EXISTING 54" RCP
INTO MANHOLE MHS #1
009
30" DIP
FORCE MAIN
30° DIP
EXISTING, STORMWATER PUMP STATION
AND 60" RCP INTAKE
FORCE MAIN
30" DIP
FORCE MAIN
30" DIP
FORCE MAIN
30" DIP
FORCE MAIN
EXISTING (TYP)
EXISTING 54" RCP
EXISTING 60" RCP TO
STORMWATER PUMP
STATION INV. 49.75
TRA
PUMP STATION
TRA JUNCTION CHAMBER
PUMP STATION
JUNCTION CHAMBER
RIM 65.61±
SEE SHEET PR-1
214
NORTH GRAVITY
STORM SEWER
INTERCONNECTION
(SEE SHEETS P-1 & P-2) 50
INV. 49.80
INV. 55.60
MATCH LINE
0+00
35
45
45
55
60
55
70
TRA
PROFESSIONAL ENGINEERN.J. LIC, NO. 37148
Joh Rukh
M
JOHN K. RUSCHKE
M
MOTT
MACDONALD
Certificate No. 24GA28016600
412 Mount Kemble Avenue
Morristown, New Jersey 07960
Suite G22
Designed
Drawn
KKN
SJA
Checked
DJH
Approved
Date
Tel: 908.730.6000 Fax: 973.267.2890
JKR
1/25/16
Revision
3/12/18 REVISED AS PER SOMERSET-UNION SCD
2/2/18 REVISED AS PER CRANFORD TWP.
1/6/17 REVISED AS PER NJPEP COMMENTS
Date
75
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
NORTHEAST QUADRANT
STORMWATER MANAGEMENT PROJECT-CONTRACT 2B
RIVERSIDE DRIVE NORTH AND SOUTH GRAVITY STORM
SEWER INTERCONNECTIONS
PLAN AND PROFILE - SOUTH INTERCONNECTION
45
File CRANFORD RIVERSIDE DR
Book
Job
Page
363145
P-3
Scale
B/0 Total
AS_NTD
5
13
Drawing No.
Cadd: Li\municipal\Cranford Township 363145 Phase 2B NE Quad\P\P-4.dwg
35
40
60
65
70
75
LEGEND
NEW DRAIN INLET
NEW STORM MANHOLE
NEW STORM SEWER PIPE
Π
EXISTING DRAIN INLET
Ο
EXISTING SEWER MANHOLE
MHS #10
8"SAN
EXISTING SANITARY
30 STORM-
EXISTING STORM
6"W
EXISTING WATER
8"G
EXISTING GAS
UTILITY POLE
σ
FIRE HYDRANT
SAN MH
RIM=63.73
INV=55.33
TREE LINE
*
* FENCE
PROPERTY BOUNDARY
216
BLOCK
15
LOT
6
MATCH LINE STÁ. 12+67
SEE SHEET P-5
CONTRACTOR SHALL PROTECT THE
36" SEWER TRUNK LINE DURING
CONSTRUCTION (TYP), SEE NOTE
CLAREMONT
PLACE
19x30 H
-6 SAN-
SAN
SOUTH GRAVITY STORM
SEWER INTERCONNECTION
-ALONG CLAREMONT PLACE (TYP).
SEE SHEET P-6
NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS
AND DEPTHS OF ALL EXISTING UTILITY LINES AT
PROPOSED SEWER CROSSINGS SHOWN ON THIS PLAN
PRIOR TO SUBMITTAL OF SHOP DRAWINGS.
2. DATUM: ALL ELEVATIONS REFERRED TO NGVD OF
1929
3. PROPERTY LINES AND LOT AND BLOCK NUMBERS
TAKEN FROM TOWNSHIP OF CRANFORD TAX MAPS
PREPARED BY LITTON AERO SERVICE, DATED 1977
4. CONTRACTOR SHALL PROTECT SEWER TRUNK LINE
AND LOCAL SEWER SYSTEMS DURING CONSTRUCTION.
ANY DAMAGE INCURRED TO THE 36 SANITARY
SEWER OR THE LOCAL SEWER SYSTEMS DURING
CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST. ALL
WORK TO THE SEWER SYSTEMS SHALL BE APPROVED
BY THE RAHWAY VALLEY SEWERAGE AUTHORITY
AND/OR THE TOWNSHIP.
5. CONTRACTOR TO INSTALL TEMPORARY SHEETING TO
PROTECT THE EXISTING DIKE AS REQUIRED OR AS
ORDERED BY THE ENGINEER. TYPICAL FOR THE
ENTIRE LENGTH OF THE STORM SEWERS.
517
521
523
519
CONCRETE ENCASE
SANITARY SEWERS
AT PIPE CROSSINGS,
TYP. (SEE DETAIL
SHEET>
6. ONCE STAGING AREAS ARE ESTABLISHED,
CONTRACTOR SHALL NOTIFY THE SOMERSET-UNION
SOIL CONSERVATION DISTRICT OF THEIR LOCATION.
7. ALL STORM DRAIN INLETS SHALL BE PROTECTED
WITH AN INLET SEDIMENT CONTROL DEVICE TO
PREVENT ENTRY OF SEDIMENTS.
CONCRETE ENCASE EXISTING 36*0
RAHWAY VALLEY SEWERAGE
AUTHORITY TRUNK LINE
MATCH LINE
INV. 59.95
INV. 59.95
12+67
SEE SHEET PR-5
MHS #10
RIM 64.1±
6# SHW
RIM 63.9±
APPROX. LOCATION OF EXISTING DIKE (TYP)
CONCRETE ENCASE SANITARY SEWERS
AT PIPE CROSSINGS (SEE DETAIL SHEET)
PLUG AND FILL EXISTING 18"
STORM SEWER FROM DIS #5
TO EXISTING HEADWALL.
REPLACE EXISTING INLET
WITH NEW TYPE 'B' DOUBLE INLET
87.45
CB
GRAM-63.08
INV=58.59
EXISTING HEADWALL
PLUG AND FILL EXISTING 18"
STORM SEWER FROM EXISTING
TYPE 'B' INLET TO EXISTING
HEADWALL
CONNECT TYPE 'B' INLET
TO MHS #7 WITH 6 L.F. 15 RCP
INV. UP 60.10′
INV. DOWN 60.00
PLUG AND FILL EXISTING 18 STORM
SEWER FROM MHS #6 FOR A
MINIMUM OF 20 FEET DOWNSTREAM.
SOUTH GRAVITY STORM
SEWER INTERCONNECTION (TYP)
MHS #990 HERCP
MHS #8
4210 RCP
DIS #4
CONNECT EXISTING
18" STORM SEWER
TO MHS #8
SAN MH RIM=64.66
INV=56.18(15")
INV=55.74(36">
218
LIMITS OF PAVING
(TYP)
525
PLUG AND FILL EXISTING 18"
STORM SEWER FROM EXISTING
TYPE 'B' INLET
PLAN
29°X45 HERCP SOUTH GRAVITY
STORM SEWER INTERCONNECTION
FROM CLAREMONT PLACE.
SEE SHEET P-6)
CONCRETE ENCASE EXISTING 36"
RAHWAY VALLEY SEWERAGE
AUTHORITY TRUNK LINE. PAYMENT
CONNECT EXISTING
UNDER ITEM NO. 18 (ΤΥΡ.).
18 RCP TO MHS #8
126 L.F. 19 X30"
HERCP @ 0.00079
INV. 59.85
INV. 59.85
MHS #7 RIVERSIDE
DIS #3
==================
CONNECT TYPE 'B' INLET
TO MAS #7 WITH 16 L.F. 15° RCP
INV. UP = 60.36'
INV. DOWN 60.00′
TEMPORARY SHEETING
500
45 X68 MATCH LINE STA. 00+00(へ)
SEE SHEET P-6
HENLY
18ST==
AVENUE
502
CONNECT EXISTING TYPE 'B' INLET
TO DIS #3 WITH 18 L.F. 15 RCP
INV. DOWN
216
60.46′
504
SOUTH GRAVITY STORM SEWER INTERCONNECTIONS
DIS #5
RIM 63.1±
MHS #8
RIM 63.4±
EXIST 43°X68"
EXPRESS SEWER
MHS #7
RIM 63.7±
30
60
SCALE IN FEET
CONNECT 15° RCPS
FROM NEW DRAIN INLETS
TO SOUTH GRAVITY STORM
DRIVE
15" SAN========
LIMITS MAY VARY BASED
ON SITE CONDITIONS (TYP)
SEE NOTE NO.5
SAN MH
RIM=64.64
INV=56.62
CONNECT EXISTING
18 STORM SEWER
TO MHS #6
LIMIT OF PAVEMENT
506
RESURFACING
SEWER INTERCONNECTION
(INV. (2) 60.00′)
EXISTING GRADE (TYP)
CONNECT 15°
RCPS
FROM NEW DRAIN INLETS
TO SOUTH GRAVITY STORM
SEWER INTERCONNECTION
(INV. (2) 60.20')
18" ST-
EXISTING HEADWALL
SEE SHEET P-3
MATCH LINE STA. 6+02
CONNECT TYPE 'B' INLET
TO MHS #5 WITH 6 L.F. 15" RCP
INV. UP 60.30′
INV. DOWN = 60.20'
DIS
MHS #6,
MHS #5
15" SAN===
MHS #4
6"W
DIS #1
RICHMOND AVENUE
-5
RIM 64.3±
NVS 8--
19# SHW
MHS #5
RIM
--- Document: REHABILITATION OF DIKE RIVERSIDE DRIVE ---
C:\pwworking\hmm\water_wastewater\vig75558\d0614929\507351416_Canford_Riverside Drive Berm Rehabilitation.dwg Oct 4, 2022 - 10:31AM
VIG75558
Certificate No. 24GA28016600
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
SOURCE: USGS QUADRANGLES: ROSELLE
USGS MAP
N
TOWNSHIP OF CRANFORD
REHABILITATION OF DIKE
C:\pwworking\hmm\water_wastewater\vig75558\d0614929\507351416_Canford_Riverside Drive Berm Rehabilitation.dwg
SEPTEMBER 2022
08/15/2022
RIVERSIDE DRIVE
ELIZABETHTOWN GAS
520 GREEN LANE
UNION, NJ 07083
GREG BALINT (908) 662-8321
COMCAST
800 RAHWAY AVE
UNION, NJ 07083
ROBERT KNOEPFEL (732) 604-744 EXT 6202293
PSE&G
472 WESTON CANAL ROAD
SOMERSET, NJ 08873
JONATHAN HALLENBECK (973) 764-3243
PUBLIC UTILITIES
NEW JERSEY AMERICAN WATER
1341 NORTH AVE
PLAINFIELD, NJ 07062
SCOTT SCHREIBER (908) 791-3464
VERIZON FIOS ENGINEERING
290 WEST MOUNT PLEASANT AVE, FLR G., BLDG 4
LIVINGSTON, NJ 07083
CARLOS DIAS (732) 577-7414
NOTE:
PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE ALL
UTILITIES MARKED OUT BY THE APPROPRIATE UTILITY
COMPANIES BY CALLING 1-800-272-1000 OR 811.
JOINT MEETINGS
500 SOUTH FIRST STREET
ELIZABETH, NJ 07202
JOSEPH BONACCOROS, SUPERINTENDENT
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVE
RAHWAY, NJ 07065
ROBERT L. VALENT (732) 388-0868
MAYOR
KATHLEEN MILLER PRUNTY
DEPUTY MAYOR
JASON GAREIS
TOWNSHIP COUNCIL
BRIAN ANDREWS, COMMISSIONER OF
PUBLIC WORKS AND ENGINEERING
GINA BLACK, COMMISSIONER OF
PUBLIC AFFAIRS
MARY O'CONNOR, COMMISSIONER
OF FINANCE
TOWNSHIP ADMINISTRATOR
JAMIE CRYAN
INDEX OF DRAWINGS
SHEET
NUMBER
SHEET TITLE
1
COVER
2
NOTES AND DETAILS
3
SITE PLAN AND PROFILE
4
SITE PLAN AND PROFILE
5
SITE PLAN AND PROFILE
6
SESC DETAILS
DATE
REVISED
08/15/2022
PROJECT LOCATION
08/15/2022
08/15/2022
08/15/2022
08/15/2022
08/15/2022
S
GV
CO
EX FIRE HYDRANT
EX GAS SERVICE MARKOUT
EX GAS VALVE
EX SANITARY CLEAN OUT
EX SANITARY MANHOLE
SURVEY BENCHMARK
SURVEY MONUMENT
EX UTILITY POLE
EX WATER METER
EX WATER SERVICE VALVE
EX WATER VALVE
EX "A" INLET
EX. SEWER MAIN
EX. WATER MAIN
EX. GAS MAIN
EX. STORM PIPE
EX. SEWER LATERAL
EX. WATER SERVICE
PROP. "A" INLET
PROP. STORM SEWER MANHOLE
WM
PROP. UTILITY BYPASS
PROP. STORM SEWER PIPE
EX. SIDEWALK
EX. CURB
EX. DRIVEWAY
EX. GUTTER
EX STORM SEWER MANHOLE
D
EX GUY WIRE
EX. ELECTRIC CROSSING
EX. COMCAST CROSSING
D
PROP. SANITARY SEWER MANHOLE
S
CO
PROP. SANITARY CLEAN OUT
PROP. SANITARY SEWER MAIN
PROP. PIPE COUPLING
PROP. FLOW DIRECTION
PROP. SANITARY SEWER LATERAL
TYPICAL DIKE CROSS-SECTION
1
ELEV. VARIES
(SEE PROFILE)
CL
REMOVE AND REPLACE VEGETATION
ONLY WHERE DISTURBANCE IS NECESSARY
TO FACILITATE THE REPAIR WORK.
TOE OF SLOPE
1
1
1
LIMIT OF TREE AND BRUSH REMOVAL
LIMIT OF DISTURBANCE. DO NOT
DISTURB BEYOND TOE OF SLOPE
LIMIT OF FILL FOR
BERM RESTORATION
FILL ERODED AREAS WITH
EMBANKMENT FILL
MATERIAL AND 4" OF
TOPSOIL TO THE LINES
AND GRADES AS SHOWN
ON THE PROFILES OR AS
DIRECTED BY THE
ENGINEER AND FINISH
WITH FERTILIZER AND
SEED.
PROTECT EXISTING
SIDE SLOPES
NOT TO SCALE
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
REHABILITATION OF DIKE
RIVERSIDE DRIVE
STD
6
1"=40'
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
SJA
SJA
JKR
RS
RS
Date 08-15-2022
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/15
RS
RS
SJA
KKN
KKN
08/15
08/15
08/15
08/15
GENERAL NOTES
LEGEND
1.
ALL ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED UPON NAVD 1988
DATUM UNLESS OTHERWISE NOTED.
2.
THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING STRUCTURES
AND UTILITIES. ANY DAMAGE TO EXISTING STRUCTURES OR UTILITIES SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL COSTS FOR REPAIRS
SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES IN ACCORDANCE WITH THE "UNDERGROUND FACILITY
PROTECTION ACT" (P.L. 1994 CH. 118) AND PROVIDE THE ENGINEER WITH THE
NOTIFICATION CONFIRMATION NUMBER PRIOR TO ANY EXCAVATION.
3.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL UTILITY MARKOUTS
AND FORWARDING CONFIRMATION NUMBERS TO THE OWNER AND ENGINEER.
4.
AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING SUBSTRUCTURES
AND UTILITIES HAS BEEN COLLECTED FROM VARIOUS SOURCES. THE RESULTS
OF SUCH INVESTIGATIONS AS MAY BE SHOWN ON THE CONTRACT DRAWINGS,
ARE NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. ALL EXISTING
UTILITIES ARE SHOWN FOR GENERAL INFORMATION ONLY. THE CONTRACTOR
SHALL DIG TEST PITS TO VERIFY TRUE AND EXACT LOCATIONS OF
UNDERGROUND LINES, AS HE DEEMS NECESSARY TO COMPLETE THE
CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
5.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72
HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO
OBTAIN ANY AND ALL NECESSARY PERMITS FROM THE AFFECTED UTILITY
COMPANIES AND FOR SCHEDULING OF INSPECTIONS BY UTILITY COMPANY
PERSONNEL, IF REQUIRED, DURING CONSTRUCTION.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ROAD OPENING PERMITS
FROM THE MUNICIPALITY AND/OR COUNTY AND COMPLY WITH THE
REQUIREMENTS OF THE MUNICIPALITY AND/OR COUNTY.
7.
THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL LAWS,
ORDINANCES, ETC. IN THE EXECUTION OF THIS WORK.
8.
THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE "HIGH VOLTAGE
PROXIMITY ACT". EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO
UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION IN AN
APPROVED MANNER TO PREVENT DAMAGE OR INTERRUPTION OF SERVICE TO
OVERHEAD OR UNDERGROUND FACILITIES. THE COST TO PROVIDE THIS
PROTECTION WILL BE BORNE BY THE CONTRACTOR.
9.
PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT
A WORK SCHEDULE, AND CERTIFICATES OF INSURANCE (FOR GENERAL AND
SUBCONTRACTORS) TO THE OWNER AND ENGINEER FOR APPROVAL.
10.
ALL EXCESS RECYCLABLE DEMOLITION MATERIAL SHALL BE REMOVED AND
DISPOSED OF AT AN APPROVED RECYCLING FACILITY AT NO ADDITIONAL COST
TO THE OWNER.
11.
THE CONTRACTOR IS ADVISED THAT ALL MUNICIPAL PUBLIC NUISANCE LAWS
AND NOISE ORDINANCES SHALL BE OBSERVED DURING THE COURSE OF
CONSTRUCTION.
12.
THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN APPROPRIATE
SIGNAGE FOR TRAFFIC CONTROL AND PEDESTRIAN SAFETY DURING
CONSTRUCTION.
13.
CONTRACTOR ACKNOWLEDGES THAT HE HAS UNDERTAKEN WHATEVER PRE-BID
INVESTIGATIONS HE DEEMS NECESSARY TO ASCERTAIN THE COMPOSITION,
SIZE, SHAPE, LOCATION, AND DEPTH OF MATERIALS THAT WILL BE DEMOLISHED
AND REMOVED THAT PRESENTLY EXIST ABOVE OR BELOW GRADE, WITHIN THE
LIMIT OF CONSTRUCTION.
14.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT
CONTROL MEASURES DURING THE CONSTRUCTION PERIOD.
15.
THE CONTRACTOR SHALL MAINTAIN THE FLOW OF ALL STREAMS, DRAINAGE
DITCHES, STORM SEWERS AND SANITARY SEWERS AT ALL TIMES BY A MEANS
ACCEPTABLE TO THE ENGINEER AND ALL RESPONSIBLE AGENCIES.
16.
ALL SHOP DRAWINGS, MATERIALS AND EQUIPMENT TO BE INSTALLED AND ALL
OTHER REQUIRED SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION.
17.
THE CONTRACTOR OR HIS REPRESENTATIVE IS TO DESIGNATE AN INDIVIDUAL
FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE
IMPROVEMENTS PURSUANT TO N.J.A.C. 5:23-2.21(E) OF THE NEW JERSEY
UNIFORM CONSTRUCTION CODE AND C.F.R. 1926.32(F) (OSHA COMPETENT
PERSON).
18.
THE CONTRACTOR SHALL BROOM SWEEP STREETS, USE APPROVED METHOD TO
CONTROL DUST AND HOSE DOWN THE PAVEMENT TO KEEP SURFACE CLEAN.
19.
DETOURING OF TRAFFIC, SHALL BE COORDINATED WITH LOCAL OFFICIALS (FIRE,
POLICE, FIRST AID, BOARD OF EDUCATION BUS COORDINATOR, ETC.) REFER TO
SPECIFICATIONS AND TRAFFIC CONTROL PLAN FOR SPECIFIC REQUIREMENTS.
20.
UNLESS OTHERWISE PERMITTED, NO WORK SHALL BE DONE BETWEEN THE
HOURS OF 6:00 PM AND 7:00 AM PREVAILING TIME; NO EQUIPMENT SHALL BE
STARTED PRIOR TO 7:30 AM, PREVAILING TIME. IF IT SHALL BECOME
ABSOLUTELY NECESSARY TO PERFORM WORK AT NIGHT, THE ENGINEER SHALL
BE INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER NECESSARY
FACILITIES FOR PROPER CARRYING OUT AND INSPECTING THE WORK SHALL BE
PROVIDED.
21.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE AREAS OF
DISTURBANCE TO THEIR ORIGINAL CONDITIONS. MATERIALS AND EQUIPMENT
NEEDED TO BE PAID FOR UNDER THE VARIOUS ITEMS BID FOR THE PROJECT.
22.
RIGHT OF WAY LINES AND PROPERTY LINES HAVE BEEN SHOWN UTILIZING
FOUND MONUMENTS AND TAX MAP INFORMATION ONLY.
23.
NJDOT STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
2019 EDITION TO GOVERN. NJDOT STANDARD CONSTRUCTION DETAILS TO
GOVERN OVER ALL MATERIALS, EQUIPMENT AND PROCEDURES.
24.
ALL MISCELLANEOUS ITEMS SHALL BE PAID FOR UNDER ITEM 2 - CLEARING SITE
2
NOTES AND DETAILS
SCHEDULE OF CONSTRUCTION ITEMS
ITEM NO.
ITEM DESCRIPTION
UNITS
ESTIMATED
QUANTITY
1
MOBILIZATION
LUMP SUM
1
2
CLEARING SITE
LUMP SUM
1
3
EMBANKMENT FILL
C.Y.
230
4
SOIL EROSION AND SEDIMENT CONTROL
LUMP SUM
1
5
CONSTRUCTION STAKEOUT
LUMP SUM
1
6
TOPSOILING, 4" THICK
SQ. YD.
1,600
7
FERTILIZING AND SEEDING
SQ. YD.
1,600
EMBANKEMNT FILL MATERIAL GRADATION
EARTH EMBANKMENT FILL (IMPERVIOUS
FILL)
% FINER
90-100
85-95
80-95
60-80
30-55
25-40
SIEVE SIZE
3/8"
#4
#10
#40
#100
#200
29"
65.23
65.03
65.15
65.68
65.39
65.29
65.33
65.66
65.55
65.64
65.45
65.23
65.62
65.44
65.64
65.56
65.91
65.91
66.05
66.19
66.33
66.49
66.49
66.74
66.56
66.36
66.42
66.61
66.63
66.24
66.45
62.73
62.49
62.34
62.78
62.94
62.97
62.84
62.57
62.52
62.91
62.54
62.10
61.55
61.70
61.68
61.76
61.55
61.48
61.57
62.61
63.28
63.15
63.81
64.33
64.46
63.94
64.30
64.85
65.14
65.99
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50
1
START OF PROJECT
AT STA. 0+00
REMOVE AND REPLACE VEGETATION ONLY
WHERE DISTURBANCE IS NECESSARY TO
FACILITATE THE REPAIR WORK.
RESTORE EMBANKMENTS
(REFER TO PROFILE AND
STANDARD DIKE CROSS SECTION)
SPRINGFIELD AVENUE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
NORMANDIE
PLACE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
CLAREMONT PLACE
HENLEY AVENUE
APPROXIMATE
CENTERLINE OF DIKE
INSTALL SILT FENCE ON THE WATER
SIDE OF THE DIKE AT LOCATIONS
LIMITED TO PROPOSED FILL ON THE
EMBANKMENTS. SILT FENCE SHALL
BE INSTALLED WITH HAND TOOLS TO
LIMIT DISTURBANCE (TYP)
29"
NORMANDY PLACE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
65.23
65.03
65.15
65.68
65.39
65.29
65.33
65.66
65.55
65.64
65.45
65.23
65.62
65.44
65.64
65.56
65.91
65.91
66.05
66.19
66.33
66.49
66.49
66.74
66.56
66.36
66.42
66.61
66.63
66.24
66.45
62.73
62.49
62.34
62.78
62.94
62.97
62.84
62.57
62.52
62.91
62.54
62.10
61.55
61.70
61.68
61.76
61.55
61.48
61.57
62.61
63.28
63.15
63.81
64.33
64.46
63.94
64.30
64.85
65.14
65.99
HENLEY AVENUE
CLAREMONT PLACE
SPRINGFIELD AVENUE
RIVE
10"
10"
12"
6"
6"
24"
6"
20"
14"
14"
14"
18"
34" 8"
8"
28"
24"
24"
8"
10"
10"
34" IN WALL
18"
6"
20"
16"
10"
10"
12"
10"
20" DEAD
28"
22"
8"
20"
8"
16"
14"
8"
12"
22"10"
10"
8"6"
30"
8"
12"
10"8"8"
8" 612"12"
12"6"
6"
14"
22"
10"
16"
12"
10"
8"
12"
10"
8"
10"
10"
6"
10"
28" DEAD
8" 8"8"
12" 10 DEAD8" 6 DEAD
10"
14"
34"
6"
6"
14"
12" 6"
6"
6"
6"
12"
6"
8"
16
APPROXIMATE TOE OF
SLOPE
64
65
66
67
68
69
-3+50
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
EXISTING GROUND
EXISTING WALL
APPROXIMATE PRE-EXISTING
GROUND ELEVATION
PLAN
PROFILE
GRAPHIC SCALE
SCALE:
HORIZ.: 1"= 40'
VERT.: 1"=5'
60
0
40
80
160
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
REHABILITATION OF DIKE
RIVERSIDE DRIVE
STD
6
1"=40'
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
SJA
SJA
JKR
RS
RS
Date 08-15-2022
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/15
RS
RS
SJA
KKN
KKN
08/15
08/15
08/15
08/15
3
SITE PLAN AND PROFILE
VERT. SCALE= 1"-5'
EMBANKMENT FILL AND 4"
TOPSOIL. SEE DETAILS
SHEET 2
LEGEND:
EDGE OF ROAD
66.45
66.67
66.30
66.12
66.30
66.49
66.27
66.41
66.53
66.34
66.18
66.85
67.40
67.01
67.52
67.95
67.47
67.54
67.69
67.69
67.46
67.38
67.76
67.67
67.80
67.86
67.59
63.70
63.78
63.06
63.90
64.47
64.73
64.42
63.92
63.24
62.91
62.21
62.08
61.70
61.63
62.57
66.35
66.95
64.92
62.33
62.62
63.16
63.16
62.80
62.69
62.73
62.49
64.88
62.95
62.03
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+
REMOVE AND REPLACE VEGETATION ONLY
WHERE DISTURBANCE IS NECESSARY TO
FACILITATE THE REPAIR WORK.
RESTORE EMBANKMENTS (REFER
TO PROFILE AND STANDARD DIKE
CROSS SECTION)
RIVERSIDE DRIVE
HENLEY AVENUE
RICHMOND AVENUE
KENSINGTON AVENUE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
APPROXIMATE
CENTERLINE OF DIKE
INSTALL SILT FENCE ON THE WATER
SIDE OF THE DIKE AT LOCATIONS
LIMITED TO PROPOSED FILL ON THE
EMBANKMENTS. SILT FENCE SHALL
BE INSTALLED WITH HAND TOOLS TO
LIMIT DISTURBANCE (TYP)
EDGE OF ROAD
RIVERSIDE DRIVE
66.45
66.67
66.30
66.12
66.30
66.49
66.27
66.41
66.53
66.34
66.18
66.85
67.40
67.01
67.52
67.95
67.47
67.54
67.69
67.69
67.46
67.38
67.76
67.67
67.80
67.86
67.59
63.70
63.78
63.06
63.90
64.47
64.73
64.42
63.92
63.24
62.91
62.21
62.08
61.70
61.63
62.57
66.35
66.95
64.92
62.33
62.62
63.16
63.16
62.80
62.69
62.73
62.49
64.88
62.95
62.03
KENSINGTON AVENUE
16"
6"
8"
24"
16"30"
14"
10"
8"
6"
34"
6"
16"
14"10"
16"16"10"
12"
6"
34"
8"
6"
10" 10"
8" 6
6"
12"
24"
10" 10 10 810"
10"
8"
14" 10
8"12" 12
12" 8"
10"
10"
14"
10"
8"
14"14"
18" 6"12"
14"
8"
8"
6"
6"
6"
6"
6"
6"
6"
18"
6"
APPROXIMATE TOE OF
SLOPE
64
65
66
67
68
69
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
APPROXIMATE PRE-EXISTING
GROUND ELEVATION
EXISTING GROUND
PLAN
GRAPHIC SCALE
SCALE:
HORIZ.: 1"= 40'
VERT.: 1"=5'
60
0
40
80
160
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
REHABILITATION OF DIKE
RIVERSIDE DRIVE
STD
6
1"=40'
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
SJA
SJA
JKR
RS
RS
Date 08-15-2022
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/15
RS
RS
SJA
KKN
KKN
08/15
08/15
08/15
08/15
4
SITE PLAN AND PROFILE
PROFILE
VERT. SCALE= 1"-5'
EMBANKMENT FILL AND 4"
TOPSOIL. SEE DETAILS
SHEET 2
LEGEND:
EDGE OF ROAD
67.59
67.54
68.03
68.18
68.23
68.44
68.11
68.11
68.01
68.41
68.26
68.64
68.52
68.56
68.94
68.52
66.92
67.76
67.61
67.71
67.63
67.83
68.27
69.85
68.65
67.86
66.94
66.18
65.65
65.55
65.00
64.59
64.99
65.19
65.32
65.60
65.38
65.03
64.66
64.53
64.39
64.14
63.99
64.15
64.04
64.42
64.63
64.24
34+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
REMOVE AND REPLACE VEGETATION ONLY
WHERE DISTURBANCE IS NECESSARY TO
FACILITATE THE REPAIR WORK.
RESTORE EMBANKMENTS (REFER
TO PROFILE AND STANDARD DIKE
CROSS SECTION)
RIVERSIDE DRIVE
VENETIA AVENUE
RIVERSIDE DRIVE
RIVERSIDE DRIVE
END OF PROJECT AT STA.
34+00
APPROXIMATE
CENTERLINE OF DIKE
INSTALL SILT FENCE ON THE WATER
SIDE OF THE DIKE AT LOCATIONS
LIMITED TO PROPOSED FILL ON THE
EMBANKMENTS. SILT FENCE SHALL
BE INSTALLED WITH HAND TOOLS TO
LIMIT DISTURBANCE (TYP)
EDGAR AVENUE
RIVERSIDE DRIVE
EDGE OF ROAD
67.59
67.54
68.03
68.18
68.23
68.44
68.11
68.11
68.01
68.41
68.26
68.64
68.52
68.56
68.94
68.52
66.92
67.76
67.61
67.71
67.63
67.83
68.27
69.85
68.65
67.86
66.94
66.18
65.65
65.55
65.00
64.59
64.99
65.19
65.32
65.60
65.38
65.03
64.66
64.53
64.39
64.14
63.99
64.15
64.04
64.42
64.63
64.24
VENETTA AVENUE
6"
18"
6"
18"10"
14" 8"
12"
16"
6"
8" 6
12"
10"
8"12" 8"6"
8"
10"
12"
14"
18" 28"
22"
16"
16"12"
22"
18"6"
6"
8"
18"
12" 10 8 6
10"
24"
24"
24"
22"
10"
16"14"
20"
16"
APPROXIMATE TOE OF
SLOPE
64
65
66
67
68
69
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
APPROXIMATE PRE-EXISTING
GROUND ELEVATION
EXISTING GROUND
PLAN
GRAPHIC SCALE
SCALE:
HORIZ.: 1"= 40'
VERT.: 1"=5'
60
0
40
80
160
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
REHABILITATION OF DIKE
RIVERSIDE DRIVE
STD
6
1"=40'
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
SJA
SJA
JKR
RS
RS
Date 08-15-2022
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/15
RS
RS
SJA
KKN
KKN
08/15
08/15
08/15
08/15
5
SITE PLAN AND PROFILE
PROFILE
VERT. SCALE= 1"-5'
EMBANKMENT FILL AND 4"
TOPSOIL. SEE DETAILS
SHEET 2
LEGEND:
Rev
Status
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’d
Ch’k’d
Description
Drawn
Date
Rev
Project Number
Total
B/O
© Mott MacDonald
412 Mt Kemble Avenue
Suite G22
Morristown, New Jersey 07960
Certificate No. 24GA28016600
T +1 (800) 832 3272
F +1 (973) 376 1072
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
507351416
REHABILITATION OF DIKE
RIVERSIDE DRIVE
STD
6
1"=40'
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
SJA
SJA
JKR
RS
RS
Date 08-15-2022
KEVIN K. NOLLSTADT
Professional Engineer - N.J. Lic. No. 24GE04519700
08/15
RS
RS
SJA
KKN
KKN
08/15
08/15
08/15
08/15
6
SESC DETAILS
11.
CERTIFICATE OF OCCUPANCY. PLEASE GIVE THE DISTRICT ONE WEEK NOTICE TO SCHEDULE THIS INSPECTION.
19.
12.
18.
17.
16.
15.
14.
13.
10.
9.
8.
7.
6.
5.
4.
3.
2.
ALL DEWATERING OPERATIONS SHALL DISCHARGE INTO AN APPROVED SEDIMENT BASIN.
MAXIMUM SIDE SLOPES SHALL NOT EXCEED 2:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT.
A CRUSHED STONE WHEEL CLEANING "TRACKING PAD" IS TO BE INSTALLED AT ALL SITE EXITS USING 2 1/2 INCH STONE, TO A
ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR THE PROPER REVIEW.
ALL SURFACES SHALL BE TREATED WITH 6" OF TOPSOIL PRIOR TO SEEDING.
ALL PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT USE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS
ALL STORM DRAINAGE OUTLET POINTS WILL BE PROTECTED AS REQUIRED BEFORE THEY BECOME OPERATIONAL.
ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED PERIODICALLY.
ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.
OR BY HYDROSEEDING AS PER THE MANUFACTURERS SPECIFICATIONS.
ACRE, OR 75 POUNDS PER 1000 SQUARE FEET. IN NO CASE SHALL MORE THAN FIVE DAYS ELAPSE BETWEEN MULCHING
MULCH MATERIALS SHALL BE UNROTTED SALT HAY OR SMALL GRAIN STRAW AT THE RATE OF AT LEAST 1.5 TONS PER
UNTIL VEGETATION AND/OR PAVING IS ESTABLISHED.
ALL STORM DRAINAGE INLETS SHALL BE PROTECTED WITH GRAVEL FILTERS, FABRIC FILTER OR HAY BALES
COVER HAS BEEN ESTABLISHED.
SEDIMENT FENCES ARE TO REMAIN IN PLACE AND MAINTAINED PROPERLY UNTIL PERMANENT VEGETATIVE
FALL: (AUGUST 15 - OCTOBER 15)
SPRING: (MARCH 15 - MAY 30)
OR PERMANENT VEGETATION.
SEEDING DATES: THE FOLLOWING ARE RECOMMENDED SEEDING DATES FOR THE ESTABLISHMENT OF TEMPORARY
ALL SOIL TO BE STOCKPILED FOR A PERIOD OF GREATER THAN 30 DAYS WILL BE TEMPORARILY SEEDED AND HAY
1.
PERMANENT PROTECTION IS ESTABLISHED. AFTER RESTORATION IS COMPLETE, TEMPORARY CONTROL MEASURES
INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL
EROSION AND SEDIMENT CONTROL," (LATEST REVISION),
WITH THE "NEW JERSEY STANDARDS FOR SOIL
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED, AND MAINTAINED IN ACCORDANCE
NOTES FOR SOIL EROSION AND SEDIMENT CONTROL:
10% ALAIRE PERENNIAL RYE GRASS
20% KENTUCKY BLUE GRASS
30% CREEPING RED FESCUE
40% PERENNIAL RYE GRASS
SOILS AND SEED MIXTURES
HAVING A pH OF 5 OR MORE BEFORE SEEDBED PREPARATION. THE ADDED SOIL SHALL BE LIMED AS ABOVE.
NOTE: SOILS HAVING A pH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL
90
180
2
4
STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION
FOLLOW-UP OF TOPDRESSING IS NOT MANDATORY.
*IF SLOW RELEASE NITROGEN (300 POUNDS 30-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THIS
D. BERMUDAGRASS SHOULD BE TOPDRESSED BEFORE AUGUST 15.
C. MIXTURES DOMINATED BY WEEPING LOVEGRASS OR LEGUMES MAY NOT NEED TOPDRESSING.
B. FALL SEEDINGS WILL REQUIRE THE ABOVE BETWEEN MARCH AND MAY 1.
OR 10 POUNDS PER 1,000 SQ. FT. BETWEEN SEPTEMBER 1 AND OCTOBER 15.
A. SPRING SEEDLINGS WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-10-10 OR EQUIVALENT AT 400 POUNDS PER ACRE
VI. TOPDRESSING
OR HOT WEATHER OR DROUGHTY SITES.
TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDLINGS ARE MADE IN ABNORMALLY DRY
IF SOIL MOISTURE IS DEFICIENT, AND MULCH IS NOT USED, SUPPLY NEW SEEDLINGS WITH ADEQUATE WATER ( A MINIMUM OF 1/2 INCH
V. IRRIGATION (WHERE FEASIBLE)
USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE MAY BE APPLIED BY A HYDROSEEDER.
PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS.
NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE
AT RATES RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS.
3. SYNTHETIC OR ORGANIC BINDERS - BINDERS SUCH AS CURASOL, DCA-70, PETRO-SET, AND TERRA-TACK MAY BE USED
SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE.
APPLY 0.04 GAL./SQ. YD. OR 194 GAL./ACRE ON FLAT AREAS AND ON SLOPES LESS THAN 8 FEET HIGH. ON
2. CUTBACK ASPHALT - RAPID CURING (RC-70, RC-250, AND RC-800) OR MEDIUM CURING (MC-250 OR MC-800).
HIGH, USE 0.075 GAL./SW. YD. OR 363 GAL./ACRE.
APPLY 0.04 GAL./SQ./YD. OR 194 GAL./ACRE ON FLAT SLOPES LESS THAN 8 FEET HIGH. ON SLOPES 8 FEET OR MORE
1. EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, AND CRS-2).
B. USE ONE OF THE FOLLOWING:
REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.
A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS.
4. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY, OR STRAW MULCHES.
IS REQUIRED.
ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT
LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE
TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND
3. CRIMPER (MULCH ANCHORING TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISCHARROW, ESPECIALLY DESIGNED
NETTING IN AREAS TO BE MOWED.
2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE
TWO OR MORE ROUND TURNS.
STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH
ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY
1. PEG AND TWINE - DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN
MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS.
C. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS
AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION.
COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQ. FT. SECTIONS
B. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75% TO 95% OF THE SOIL SURFACE WILL BE
THE LOWER RATE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MATERIAL.
INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION MUST BE DOUBLE
RATE OF 1-1/2 TONS PER ACRE (75 LBS. PER 1,000 SQ. FT.), EXCEPT THAT WHERE A CRIMPER IS USED
A. MULCH MATERIALS SHOULD BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO BE APPLIED AT THE
OF THE PROJECT OR UNIT COMPLETION SHALL BE DEEMED AS COMPLIANCE WITH THE MULCHING REQUIREMENT.)
PROMOTE FASTER AND EARLIER ESTABLISHMENT. (THE EXISTENCE OF SATISFACTORY PERMANENT VEGETATION AT THE TIME
MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL
IV. MULCHING
CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.
CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE
C. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE
OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING
TRAVEL. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH THE SEED. EXCEPT FOR DRILLED, HYDROSEEDED OR
HYDROSEEDER. THE LATTER MAY BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE CONVENTIONAL VEHICLES CANNOT
B. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL, CULTIPACKER SEEDER, OR
SOIL CONSERVATION SERVICE WHICH IS APPROVED BY THE SOIL CONSERVATION DISTRICT.
A. SELECT A MIXTURE FROM TABLE 3.2-1 OR USE MIXTURE RECOMMENDED BY THE COOPERATIVE EXTENSION SERVICE OR
III. SEEDING
FIRMED AS ABOVE.
D. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND
AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL.
C. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH
AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS
HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL
B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH
PULVERIZED DOLOMITIC LIMESTONE IS PREFERRED FOR MOST SOILS SOUTH OF THE NEW BRUNSWICK-TRENTON LINE.
LOAMY SAND, SAND
SANDY LOAM, LOAM, SILT LOAM 3 135
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
SOIL TEXTURE TONS/ACRE LBS./1,000 SQ. FT.
MAGNESIUM OXIDES) AS FOLLOWS:
LIEU OF TOPDRESSING (SEE PAGE 3.2.7, SECTION IV). APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS
EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OF EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN
MAY BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR
SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER
UNIVERSITY SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION
A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY RUTGERS
II. SEEDBED PREPARATION
DEFINITION
SEE STANDARDS 4.2 THROUGH 4.16.
STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS.
B. INSTALL NEEDED EROSION CONTROL PRACTICES AND FACILITIES SUCH AS DIVERSIONS, GRADE
SHOULD BE DONE IN ACCORDANCE WITH STANDARDS FOR LAND GRADING, P. 4.11.
PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. ALL GRADING
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
I. SITE PREPARATION
METHODS AND MATERIALS
ON EXPOSED SOILS THAT HAVE A POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE.
WHERE APPLICABLE
ENVIRONMENT.
TO PERMANENTLY STABILIZE THE SOIL, ASSURING CONSERVATION OF SOIL AND WATER, AND TO ENHANCE THE
PURPOSE
FOR LONG TERM PROTECTION.
ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOILS WHERE PERENNIAL VEGETATION IS NEEDED
UPON COMPLETION OF SEDIMENT REMOVAL, REMOVE SOIL EROSION AND SEDIMENT CONTROL
MEASURES, AND RESTORE STAGING AND STOCKPILE AREAS.
SEQUENCE OF CONSTRUCTION
1.
2.
3.
4.
5.
MULCHED, (OR HYDROSEEDED).
THE CONTRACTOR MUST OBTAIN A DISTRICT ISSUED "REPORT OF COMPLIANCE" PRIOR TO APPLYING FOR THE MUNICIPAL
A BOND WILL BE ACCEPTED BY THE DISTRICT TO ISSUE A TEMPORARY REPORT OF COMPLIANCE WHEN SNOW COVER PROHIBITS
THE PROPER SEED, MULCH OR HYDROSEED APPLICATION.
RUNOFF IS DIRECTED TO A PROPER SEDIMENT BASIN.
LENGTH OF AT LEAST 50 FEET. ALL DRIVEWAYS MUST EXHIBIT THIS ITEM IN THE DRIVE DURING CONSTRUCTION.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT MUST BE NOTIFIED, IN WRITING, FOR THE SALE
ADDRESS, AND PHONE NUMBER SHALL BE PROVIDED TO THE DISTRICT.
TABLE 3.2-1
TABLE 3.1-1
NOTES:
THE TABLES 3.1-1 AND 3.2-1 WERE DIRECTLY
TAKEN FROM SOIL EROSION & SEDIMENT CONTROL
STANDARDS FOR NEW JERSEY
FINAL RESTORATION SHALL BE UNDERTAKEN AS SOON AS AN AREA IS NO LONGER NEEDED FOR CONSTRUCTION,
20.
STOCKPILING, OR ACCESS.
ALL EXCAVATED MATERIAL SHALL BE STOCKPILED WITHIN THE STOCK PILE AREA FOR DEWATERING PRIOR TO
BEING REGRADED ON SITE.
21.
WRITTEN NOTIFICATION SHALL BE PROVIDED TO THE SOMERSET-UNION SOIL DISTRICT 48 HRS. PRIOR TO THE START OF ANY
LAND DISTURBANCE.
22.
DURATION OF THE PROJECT CONSTRUCTION WILL BE APPROXIMATELY 2 MONTHS.
6.
SUITABLE FOR ESTABLISHING VEGETATIVE COVER OR UNTIL FINAL RESTORATION IS IMPLEMENTED.
SUITABLE FOR GROWING VEGETATION. IN THIS CASE, MULCH WILL BE APPLIED UNTIL CONDITIONS ARE
SHALL BE REQUIRED FOR TEMPORARY PROTECTION, EXCEPT WHERE SEASONAL CONDITIONS ARE NOT
SEVEN DAYS AND COMPLETED MORE THAN 30 DAYS AFTER THE START OF CONSTRUCTION, SEEDING
PROTECTIVE MEASURES WILL BE REQUIRED. IF FINAL RESTORATION IS EXPECTED TO BEGIN MORE THAN
WITHIN SEVEN DAYS AFTER THE COMPLETION OF CONSTRUCTION, IN WHICH CASE NO TEMPORARY
VEGETATIVE COVER EXCEPT IN AREAS WHERE FINAL RESTORATION IS EXPECTED TO BE COMPLETED
AND/OR MULCHED UNTIL PROPER WEATHER CONDITIONS EXIST FOR ESTABLISHMENT OF A PERMANENT
DISTURBED AREAS THAT WILL BE EXPOSED IN EXCESS OF 14 DAYS SHALL BE TEMPORARILY SEEDED
SHALL BE REMOVED AND DISPOSED OF PROPERLY.
PREPARED BY THE NEW JERSEY STATE SOIL CONSERVATION COMMITTEE. THESE MEASURES WILL BE
ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH
REQUIREMENTS OF N.J.A.C. 7:22-10.11(C).
23.
OF ANYPORTION OF THE PROJECT OR FOR THE SALE OF ANY BUILDING LOTS, NEW OWNER NAME(S),
GRATE INLET
NOT TO SCALE
BALES
6" MIN.
INLET FILTER
INSTALLATION OF
BACKFILL AFTER
SECURE FILTER FABRIC
TO FRAME AND GRATE
CURB INLET
NOT TO SCALE
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM.
2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.
RUNOFF
WATER
PILED 1.5' HIGH
WIRE MESH
CONCRETE
GUTTER
SEDIMENT
12"
12"
CURB INLET
GRAVEL FILTER
MINIMUM
CATCH
EXISTING GRADE
WHEREVER POSSIBLE
TO BE EMBEDDED
SECTION A-A
10'-0" MIN.
1'-0"
1'-0"
A
A
CATCH BASIN FILTER DETAIL
NOT TO SCALE
OR RUBBLE
WELL GRADED GRAVEL
PIN (TYP)
ANCHOR
HAY
BASIN
FLOW
A NATURAL CONDITION.
BE COMPLETELY REMOVED AND THE EMBEDMENT TRENCH RESTORED TO
AND VEGETATIVE GROWTH HAVE BEEN ASSURED, THE SILT FENCE MUST
AT THE COMPLETION OF THE PROJECT AND AFTER SOIL STABILIZATION
NOTE:
SILT FENCE DETAIL
NOT TO SCALE
6"
6"
IN PLACE.
1'-0" OF FABRIC. TAMP
TRENCH, BURY BOTTOM
DIG 6" WIDE & DEEP
(3'-0" WIDE)
FABRIC
(SPACING 8'-0" C TO C)
FENCE POST
2'-0"
2'-0" MIN.
GRADE
NOT TO SCALE
STRAW BALE SILT FILTER DETAILS
EMBEDDING DETAIL
FLOW
TREE PROTECTION
NOT TO SCALE
ALL TREES WITHIN 25' OF THE CONSTRUCTION SITE ARE
TO BE PROTECTED TO PREVENT MECHANICAL INJURY.
FENCING OR OTHER BARRIER SHOULD BE INSTALLED AT THE
DRIP LINE OF THE TREE BRANCHES OR BEYOND
ERECT PLASTIC WARNING
BARRIER FENCE AT DRIP
LINE OF TREE CANOPY
INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES, ESTABLISH
STAGING AND STOCKPILE AREAS.
RESTORE DIKES WITH EMBANKMENT FILL AND INSTALL TOPSOIL, FERTILIZER AND
SEED.
REMOVE TREES AND VEGETATION
CLEANUP SITE AND REMOVE SOIL EROSION AND SEDIMENT CONTROL
MEASURES.
--- Document: Specifications For 2022 Capital Road Improvements ---
Kathleen Miller Prunty, Mayor
Township Council
Jason Gareis, Deputy Mayor/Commissioner
Brian Andrews, Commissioner
Gina Black, Commissioner
Mary O’Connor, Commissioner
Patricia Donahue, Township Clerk
Jamie Cryan, Township Administrator
Specifications For
2022 Capital Road Improvements
Township of Cranford, Union County, New Jersey
June 2022
Colliers Engineering & Design
400 Valley Road
Suite 304
Mt. Arlington, NJ 07856
Main: 877 627 3772
Colliersengineering.com
Prepared by:
CARL P. O’BRIEN, P.E., P.P., C.M.E., C.P.W.M.
New Jersey Professional Engineer
License No. 45154
Project No. CDT0080
State of N.J. Certificate of Authorization: 24GA27986500
i
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
2022 CAPITAL ROAD IMPROVEMENTS
Table of Contents
Description
Page
Table of Contents................................................................................................................................................i
Notice to Bidders........................................................................................................................NTB-1 – NTB-2
Bid Proposal ...................................................................................................................................BP-1 – BP-29
Form of Contract.............................................................................................................................FC-1 - FC-24
Instructions to Bidders....................................................................................................................IB-1 – IB-24
General Conditions.......................................................................................................................GC-1 – GC-71
Supplementary Conditions .............................................................................................................SC-1 – SC-6
Standard Specifications...............................................................................................................................SS-1
Special Provisions...........................................................................................................................SP-1 – SP-30
Wage Rates..........................................................................................................................................W-1 – W-2
Notice to Bidders
NTB 1 | 2
Notice is hereby given that sealed proposals will be received by the Township of Cranford, Union
County, New Jersey (the “Owner”) for 2022 Capital Road Improvements project and be opened and
read in public at the Township of Cranford, Municipal Building, 8 Springfield Avenue, Cranford, NJ
07016 on Friday, July 1, 2022, 10:00 AM prevailing time.
The Project consists of roadway improvements to various streets in the Township of Cranford as
delineated on the Construction Plans. More specifically, work shall include HMA milling and paving,
full depth pavement repair, construction of accessible curb ramps, reconstruction of curbs and
driveway aprons, installation of bicycle safe grates/eco curb pieces, striping and signage upgrades,
site restoration and all other improvements depicted within the Bid Documents. All work on this
contract must be completed within seventy-five (75) calendar days from issuance of a Notice to
Proceed.
Contract documents and drawings for the proposed work (the “Contract Documents”, which have
been prepared by Carl P. O’Brien, P.E., of the firm Colliers Engineering & Design Inc. (DBA Maser
Consulting), are available electronically or via delivery by common carrier by making a request to
mary.tappen@colliersengineering.com and jacqueline.dirmann@colliersengineering.com and will be
on file at the below date in the Township of Cranford, Municipal Building, 8 Springfield Avenue,
Cranford, NJ 07016.
Bidders will be furnished with a copy of the Contract Documents by request upon proper notice to
the above e-mail addresses. In the e-mail message, the contractor shall indicate if they request an
electronic copy (PDF format) or paper copy. Electronic copies will be provided via e-mail at no
charge. Paper copies will be provided after a non-refundable charge of $150.00 payable to Colliers
Engineering & Design Inc. (DBA Maser Consulting) is received. Send payment to 400 Valley Road,
Suite 304, Mount Arlington, New Jersey, 07856. Paper copies will be sent via UPS or Fedex if the
contractor provides UPS or Fedex account information to defray the cost of this shipping method.
Otherwise, paper copies will be sent via USPS.
All bids shall be addressed to Patricia Donahue, c/o 2022 Capital Road Improvements project,
Township Clerk, Township of Cranford, 8 Springfield Avenue, Cranford, NJ 07016.
The Contract Documents will be available during business hours beginning on Thursday, June 16,
2022.
Proposals must be made on the standard proposal forms included with the Contract Documents in
the manner designated in the Contract Documents, must be enclosed in sealed envelopes bearing
the name and address of the bidder and the name of the project on the outside and be addressed
to the Township of Cranford, and must be accompanied by a statement of consent of surety from a
surety company authorized to do business in the State of New Jersey and acceptable to the Owner
and either a bid bond or a certified check drawn to the order of Township of Cranford for not less
than ten percent (10%) of the amount bid, except that the check shall not exceed $20,000.00. The
successful bidder is hereby notified that a performance bond and labor and material (payment)
bond for the full amount of this project is required.
The award of the Contract for this project will not be made until the necessary funds have been
provided by the Owner in a lawful manner.
NTB 2 | 2
Proposals for this contract will only be accepted from bidders who have properly qualified in
accordance with the requirements of the Contract Documents.
The right is also reserved to reject any or all bids or to waive any informalities where such
informality is not detrimental to the best interest of the Owner, except as to those items which are
deemed mandatory and non-waivable set forth in N.J.S.A. 40A:11-23.2. Further, the Owner reserves
the right to abandon the project and reject the bids entirely if any legal or state or federal
administrative action is taken against the Owner which could delay or jeopardize the project from
commencing. The right is also reserved to increase or decrease the quantities specified in the
manner designated in the Specifications.
The successful bidder shall be required to comply with all applicable statutory and regulatory
requirements, which include but are not limited to the affirmative action requirements of P.L. 1975,
c. 127, N.J.S.A. 10:5-31 et seq. and N.J.A.C. 17:27-1 et seq.
Bidders will be required to comply with the public disclosure provisions of N.J.S.A. 52:25-24.2.
By order of the Township of Cranford, Union County, New Jersey
Kathleen Miller Prunty, Mayor
Jamie Cryan, Township Administrator
Patricia Donahue, Township Clerk
Bid Proposal
BP 1 | 29
Bid Document Submission Checklist
Township of Cranford, Union County, New Jersey
(Name of Local Contracting Unit)
2022 Capital Road Improvements
CDT0080
(Name of Construction/Public Works Project)
(Project or Bid Number)
A.
Failure to submit the following documents shall be cause for the bid to be rejected.
(N.J.S.A. 40A:11-23.2)
Required with
Submission of Bid
(Owners Checkmarks
Initial Each Item
Submitted with Bid
(Bidder’s initials
X
A guarantee to accompany the bid, pursuant to N.J.S.A. 40A:11-21.
X
A certificate from a surety company, pursuant to N.J.S.A. 40A:11-22.
X
A statement of corporate ownership, pursuant to N.J.S.A. 52:25-24.2 (must be notarized).
X
A listing of subcontractors, pursuant to N.J.S.A. 40A:11-16.
X
Bidder’s acknowledgment of receipt of any notice or revisions or addenda to the advertisement
or bid documents.
B.
Failure to submit the following documents may be cause for the bid to be rejected.
(N.J.S.A. 40A:11-23.1(b.))
Required with
Submission of Bid
(Owner’s checkmarks)
Initial Each Item
Submitted with Bid
(Bidder’s initials)
Required with
Submission of Bid
(Owner’s checkmarks
Initial Each Item
Submitted with Bid
(Bidder’s initials)
X
Bid proposal form.
X
Consent of surety as to maintenance bond,
pursuant to N.J.S.A. 40A:11-16.3.
X
Consent of surety as to labor and
material payment bond.
X
Non-collusion affidavit (must be notarized).
X
Experience statement.
X
Bidders to visit site.
X
Subcontractor experience statement(s).
X
Equipment certification.
X
Notice of federally mandated anti-
drug/alcohol plan.
X
Disclosure of investment activities in Iran,
pursuant to N.J.S.A. 40A:11-2.1. *
X
Proof of business registration (business
registration certificate). *
X
Proof of public works contractor
registration (public works contractor
registration certificate). *
X
Evidence of affirmative action
compliance. *
Financial statement prepared within the last
12 months.
*Statutorily allowed to be provided with bid OR prior to execution of contract.
BP 2 | 29
Bid Proposal
BY:
(Bidder’s Name)
(Bidder’s Address)
To The:
MAYOR AND COUNCIL
(Owner’s Name)
Township of Cranford, Union County, New Jersey
For:
2022 Capital Road Improvements
The UNDERSIGNED, as bidder, declares that the only persons or parties interested in this proposal
as principals are named herein; that this proposal is in all respects complete, truthful, fair, and
without collusion or fraud; that no officer or employee of the OWNER is directly or indirectly
interested in this bid or the work of this contract or in any portions of the profits thereof; that he has
carefully examined the annexed proposed Form(s) of Contract(s) and Instructions to Bidders, the
Notice to Bidders, the Special Provisions, and the General Conditions; and that he proposes and
agrees that if this proposal is accepted, he will contract with the OWNER, in the form of contract
hereto annexed, and to provide the necessary machinery, tools, apparatus, and other means of
construction and to furnish all the materials, equipment, and labor as specified in the contract in the
manner and time therein specified, and according to the requirements of the Engineer as therein set
forth, and that he will take in full payment therefore the following prices to wit:
NOTE: Complete and submit the loose, unbound copy of this Bid Proposal only.
BASE BID - 2022 CAPITAL ROAD IMPROVEMENTS
ITEM
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
EXTENDED PRICE
1
INLET FILTER, TYPE 2, 2' X 4'
UNIT
62
2
BREAKAWAY BARRICADE
UNIT
25
3
DRUM
UNIT
50
4
TRAFFIC CONE
UNIT
100
5
CONSTRUCTION SIGNS
SF
250
6
POLICE TRAFFIC DIRECTORS
HOUR
230
$98.00
$22,540.00
7
FUEL PRICE ADJUSTMENT
DOLLAR
1300
$1.00
$1,300.00
8
ASPHALT PRICE ADJUSTMENT
DOLLAR
2100
$1.00
$2,100.00
9
CLEARING SITE
LS
1
10
HMA MILLING, 3" OR LESS
SY
36482
11
HOT MIX ASPHALT PAVEMENT REPAIR
SY
753
12
TACK COAT
GAL
4982
13
HOT MIX ASPHALT 9.5M64 SURFACE COURSE
TON
4982
THE UNDERSIGNED DECLARES THAT THEY HAVE READ AND UNDERSTAND THE PLANS AND SPECIFICATIONS AND PROPOSES TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
TO COMPLETE IN EVERY DETAIL THE WORK INDICATED ON THE PLANS AND/OR OUTLINED IN THE SPECIFICATIONS, AT THE PRICE QUOTED HEREIN.
PROPOSAL FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
INITIAL:
COMPANY SUBMITTING BID:
BP-3
BASE BID - 2022 CAPITAL ROAD IMPROVEMENTS
ITEM
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
EXTENDED PRICE
THE UNDERSIGNED DECLARES THAT THEY HAVE READ AND UNDERSTAND THE PLANS AND SPECIFICATIONS AND PROPOSES TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
TO COMPLETE IN EVERY DETAIL THE WORK INDICATED ON THE PLANS AND/OR OUTLINED IN THE SPECIFICATIONS, AT THE PRICE QUOTED HEREIN.
PROPOSAL FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
14
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
SY
238
15
BICYCLE SAFE GRATE (PHASE II STORMWATER COMPLIANT GRATE)
UNIT
7
16
CURB PIECE (NJDEP TYPE 'N' ECO)
UNIT
16
17
REPAIR INTERIOR OF DRAINAGE STRUCTURE
UNIT
30
18
HOT MIX ASPHALT SIDEWALK, 2" THICK
SY
66
19
CONCRETE SIDEWALK, 4" THICK
SY
407
20
HOT MIX ASPHALT DRIVEWAY, 2" THICK
SY
444
21
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
SY
66
22
DETECTABLE WARNING SURFACE
SY
20
23
9" X 18" CONCRETE VERTICAL CURB
LF
828
24
BELGIAN BLOCK CURB
LF
256
25
TRAFFIC STRIPES, 4"
LF
1114
26
TRAFFIC MARKING LINES, 6"
LF
477
INITIAL:
COMPANY SUBMITTING BID:
BP-4
BASE BID - 2022 CAPITAL ROAD IMPROVEMENTS
ITEM
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
EXTENDED PRICE
THE UNDERSIGNED DECLARES THAT THEY HAVE READ AND UNDERSTAND THE PLANS AND SPECIFICATIONS AND PROPOSES TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
TO COMPLETE IN EVERY DETAIL THE WORK INDICATED ON THE PLANS AND/OR OUTLINED IN THE SPECIFICATIONS, AT THE PRICE QUOTED HEREIN.
PROPOSAL FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
27
TRAFFIC MARKING LINES, 8"
LF
71
28
TRAFFIC MARKING LINES, 12"
LF
452
29
TRAFFIC MARKING LINES, 24"
LF
50
30
REGULATORY AND WARNING SIGNS
SF
28
31
RESET MANHOLE, SANITARY SEWER, USING EXISTING CASTING
UNIT
6
32
RESET MANHOLE, SANITARY SEWER, USING NEW CASTING
UNIT
3
33
TOPSOIL SPREADING, 4" THICK
SY
245
34
FERTILIZING AND SEEDING, TYPE ERNMX-106
SY
245
35
STRAW MULCHING
SY
245
TOTAL BASE BID PRICE
WRITE TOTAL AMOUNT OF BASE BID
COMPANY NAME SUBMITTING BID
AUTHORIZED OFFICIAL PRINT NAME
AUTHORIZED OFFICIAL SIGNATURE
$
$
INITIAL:
COMPANY SUBMITTING BID:
BP-5
BASE BID - 2022 CAPITAL ROAD IMPROVEMENTS
THE UNDERSIGNED DECLARES THAT THEY HAVE READ AND UNDERSTAND THE PLANS AND SPECIFICATIONS AND PROPOSES TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
TO COMPLETE IN EVERY DETAIL THE WORK INDICATED ON THE PLANS AND/OR OUTLINED IN THE SPECIFICATIONS, AT THE PRICE QUOTED HEREIN.
PROPOSAL FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
TOTAL BASE BID PRICE
WRITE TOTAL AMOUNT OF BASE BID
COMPANY NAME SUBMITTING BID
AUTHORIZED OFFICIAL PRINT NAME
AUTHORIZED OFFICIAL SIGNATURE
BID SCENARIOS
$
$
INITIAL:
COMPANY SUBMITTING BID:
BP-6
BP 7 | 29
Basis of Award
Township of Cranford, Union County, New Jersey
(Name of Local Contracting Unit)
2022 Capital Road Improvements
CDT0080
(Name of Construction/Public Works Project)
(Project or Bid Number)
Refer to “Instructions to Bidders – Section VIII. Method of Contract Award” for further information.
Accompanying this Proposal is a Consent of Surety and a Bid Guarantee, in the form of a Bid Bond
( ), a Certified or Cashier’s Check ( ), payable to the order of the
in the sum of
Dollars ($
),
which the undersigned agrees is to be forfeited as liquidated damages, and not as a penalty, if the
Contract is awarded to the undersigned and the undersigned shall fail to execute the Contract for
the project or to furnish the Bond required within the stipulated time, otherwise, the check will be
returned to the undersigned.
The undersigned is an individual ( ), a corporation ( ), a partnership ( ), a limited liability company ( ),
under the laws of the State of
,
having principal offices at
Telephone Number:
Trade Name of Bidder:
1.
Signed By:
Signature
Title:
2.
Signed By:
Signature
Title:
Signed this __________ day of ____________________, 20______.
BP 8 | 29
NOTE: Bids by partnerships and limited liability companies must furnish the full name of all partners
or members and must be signed in the partnership or limited liability company name by one of the
members of the partnership or limited liability company or by an authorized representative,
followed by the signature and designation of the person signing. Bids by corporations must be
signed in the legal name of the corporation, followed by the name of the State in which incorporated
and must contain the signature and designation of the president, secretary, or other person
authorized to bind the corporation in the matter. Bids by sole proprietorships must be signed by
the proprietor. When requested, satisfactory evidence of the authority of the officer signing must be
furnished. Proposals signed by an agent must be accompanied by a power-of-attorney for the
principal or principals involved. Attach additional signature sheets in the above form, if necessary.
BP 9 | 29
Acknowledgement of Receipt of Changes to Bid Documents Form
Township of Cranford, Union County, New Jersey
(Name of Local Contracting Unit)
2022 Capital Road Improvements
CDT0080
(Name of Construction/Public Works Project)
(Project or Bid Number
This form must be submitted whether or not addenda were issued.
Pursuant to N.J.S.A. 40A:11-23.1(a), the undersigned bidder hereby acknowledges receipt of the
following notices, revisions, or addenda to the bid advertisement, specifications, or bid documents.
By indicating date of receipt, the bidder acknowledges the submitted bid takes into account the
provisions of the notice, revision, or addendum. Note that the local unit’s record of notice to bidders
shall take precedence and that failure to include provisions of changes in a bid proposal may be
subject for rejection of the bid.
Local Unit Reference Number
(or Title of Addendum/Revision)
How Received
(mail, fax, pick-up, etc.)
Date Received
Acknowledgement by bidder:
Name of Bidder:
By Authorized Representative:
Signature:
Printed Name and Title:
Date:
BP 10 | 29
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, ___________________________________,
as Principal, and _______________________________, as Surety, is hereby held and firmly bound unto
Township of Cranford, Union County, New Jersey, as Owner, in the Penal Sum of
_________________________ ($____________________) for the payment of which, well and truly to be made,
we hereby jointly and severally bind ourselves, successors and assigns.
Signed this ______ day of ____________________, 20______.
The condition of the above obligation is such that whereas the Principal has submitted to Township
of Cranford, Union County, New Jersey a certain bid, attached hereto and hereby made a part of
hereof, to enter into a contract in writing for 2022 Capital Road Improvements.
NOW, THEREFORE,
A.
If said bid shall be rejected or in the alternative,
B.
If said bid shall be accepted and the Principal shall execute and deliver a contract properly
completed in accordance with said bid and shall furnish a bond for his faithful performance of
said contract, and for the payment of all persons performing labor or furnishing materials in the
connection therewith, and shall in all other respects perform the agreement created by the
acceptance of said bid,
Then this obligation shall be void, otherwise the same shall remain in full force and effect; it being
expressly understood and agreed that the liability of the surety for any and all claims hereunder
shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and
its bond shall be in no way impaired or affected by any extension of the time within which the
Owner may accept such bid; and Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and
such of them as are corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set forth above.
Principal
By:
Witness
Surety
Attorney-in-fact
By:
Witness
BP 11 | 29
Consent of Surety
In consideration of the premises and of One Dollar ($1.00), lawful money of the United States, it is in
hand paid by the CONTRACTOR, the receipt whereof is hereby acknowledged, the undersigned
surety consents and agrees that if the contract, for which the preceding estimate and proposal is
made, be awarded to the person or persons submitting the same as contracted, it will become
bound as surety and guarantor for its faithful performance, in an amount equal to one hundred
percent (100%) of the contract price, and will execute it as party of the third part thereto when
required to do so by the OWNER, and if the said CONTRACTOR shall omit or refuse to execute such
contract, if so awarded, it will pay without proof of notice and on demand to the OWNER any
increase between the sum to which the said CONTRACTOR would have been entitled upon the
completion of the said contract and the sum which the said OWNER may be obligated to pay to
another contractor to whom the contract may be afterwards awarded, the amount in such case to
be determined by the bids plus the cost, if any, of re-advertising for bids for this work, less the
amount of any certified check or bid bond payable and received.
In witness whereof, said surety has caused these presents to be signed and attested by a duly
authorized officer and its corporate seal to be hereto affixed this
______ day of ____________________, 20____.
(A corporate acknowledgement and statement of authority is hereby attached by the surety
company.)
Surety Company
By:
Surety Company
Attorney-in-Fact
Attest:
(Surety may substitute a similar statement subject to the OWNER’S approval.)
BP 12 | 29
Statement of Ownership Disclosure
(N.J.S.A. 52:25-24.2)
This statement shall be included with all bid and proposal submissions.
Name of Business:
Address of Business:
Name of Person Completing This Form:
N.J.S.A. 52:25-24.2:
“No corporation , partnership, or limited liability company shall be awarded any
contract nor shall any agreement be entered into for the performance of any work or
the furnishing of any materials or supplies, the cost of which is to be paid with or out
of any public funds, by the State, or any county, municipality or school district, or any
subsidiary or agency of the State, or of any county, municipality or school district, or
by any authority, board, or commission which exercises governmental functions,
unless prior to the receipt of the bid or accompanying the bid, of said corporation ,
said partnership, or said limited liability company there is submitted a statement
setting forth the names and addresses of all stockholders in the corporation who
own 10 percent or more of its stock, of any class, or of all individual partners in the
partnership who own a 10 percent or greater interest therein, or of all members in
the limited liability company who own a 10 percent or greater interest therein, as the
case may be. If one or more such stockholder or partner or member is itself a
corporation or partnership or limited liability company, the stockholders holding 10
percent or more of that corporation's stock, or the individual partners owning 10
percent or greater interest in that partnership, or the members owning 10 percent or
greater interest in that limited liability company, as the case may be, shall also be
listed. The disclosure shall be continued until names and addresses of every
noncorporate stockholder, and individual partner, and member, exceeding the 10
percent ownership criteria established in this act, has been listed.
To comply with this section, a bidder with any direct or indirect parent entity which is
publicly traded may submit the name and address of each publicly traded entity and
the name and address of each person that holds a 10 percent or greater beneficial
interest in the publicly traded entity as of the last annual filing with the federal
Securities and Exchange Commission or the foreign equivalent, and, if there is any
person that holds a 10 percent or greater beneficial interest, also shall submit links
to the websites containing the last annual filings with the federal Securities and
Exchange Commission or the foreign equivalent and the relevant page numbers of
the filings that contain the information on each person that holds a 10 percent or
greater beneficial interest.”
BP 13 | 29
The Attorney General has advised that the provisions of N.J.S.A. 52:25-24.2, which refer to
corporations and partnerships, apply to limited partnerships, limited liability partnerships, and
Subchapter S corporations.
This Ownership Disclosure Certification form shall be completed, signed, and notarized.
Failure of the bidder/proposer to submit the required information is cause for automatic
rejection of the bid or proposal
Part I
Check the box that represents the type of business organization:
Sole Proprietorship (skip Parts II and III, sign and notarize at the end)
Non-Profit Corporation (skip Parts II and III, sign and notarize at the end)
Partnership
Limited Partnership
Limited Liability Partnership
Limited Liability Company
For-profit Corporation (including Subchapters C and S or Professional Corporation)
Other (be specific):
Part II
I certify that the list below contains the names and addresses of all stockholders in the
corporation who own ten (10) percent or more of its stock, of any class, or of all individual
partners in the partnership who own a ten (10) percent or greater interest therein, or of all
members in the limited liability company who own a ten (10) percent or greater interest
therein, as the case may be.
Or
I certify that no one stockholder in the corporation owns ten (10) percent or more of its stock,
of any class, or no individual partner in the partnership owns a ten (10) percent or greater
interest therein, or that no member in the limited liability company owns a ten (10) percent or
greater interest therein, as the case may be.
Sign and notarize the form below and, if necessary, complete the list below.
(Please attach additional sheets if more space is needed.):
BP 14 | 29
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
Name:
Name:
Address:
Address:
BP 15 | 29
Part III – Any Direct or Indirect Parent Entity which is Publicly Traded:
“To comply with this section, a bidder with any direct or indirect parent entity which is publicly
traded may submit the name and address of each publicly traded entity and the name and
address of each person that holds a 10 percent or greater beneficial interest in the publicly
traded entity as of the last annual filing with the federal Securities and Exchange Commission
or the foreign equivalent, and, if there is any person that holds a 10 percent or greater
beneficial interest, also shall submit links to the websites containing the last annual filings with
the federal Securities and Exchange Commission or the foreign equivalent and the relevant
page numbers of the filings that contain the information on each person that holds a 10
percent or greater beneficial interest.”
Pages attached with name and address of each publicly traded entity as well as the name and
address of each person that holds a ten (10) percent or greater beneficial interest.
Or
Submit here the links to the Websites (URLs) containing the last annual filings with the federal
Securities and Exchange Commission or the foreign equivalent.
And
Submit here the relevant page numbers of the filings containing the information on each
person holding a ten (10) percent or greater beneficial interest.
BP 16 | 29
Part IV – Certification
I, being duly sworn upon my oath, hereby represent that the foregoing information and any
attachments thereto to the best of my knowledge are true and complete. I acknowledge: that I am
authorized to execute this certification on behalf of the bidder/proposer; that the OWNER is relying
on the information contained herein; and that I am under a continuing obligation from the date of
this certification through the completion of any contracts with the OWNER to notify the OWNER in
writing of any changes to the information contained herein; that I am aware that it is a criminal
offense to make a false statement or misrepresentation in this certification, and if I do so, I am
subject to criminal prosecution under the law and that it will constitute a material breach of my
agreement(s) with the OWNER, permitting the OWNER to declare any contract(s) resulting from this
certification void and unenforceable.
Full Name (Print):
Title:
Signature:
Date:
Subscribed and sworn to
before me this ______ day of
____________________, 20____.
Notary Public of New Jersey
My Commission Expires
______________________________ 20____.
BP 17 | 29
Non-Collusion Affidavit
STATE OF NEW JERSEY
)
) ss:
COUNTY OF
)
I,
, residing in
in the
County of
and the State of New Jersey, of full age, being duly
sworn according to law on my oath depose and say that:
I am
of the firm of
,
the bidder making the proposal for the bid entitled 2022 Capital Road Improvements, and that I
executed the said proposal with full authority so to do; that said bidder has not, directly or indirectly,
entered into any agreement, participated in any collusion, or otherwise taken any action in restraint
of free, competitive bidding in connection with the above named project; and that all statements
contained in said proposal and in this affidavit are true and correct, and made with full knowledge
that the Township of Cranford, Union County, New Jersey relies upon the truth of the statements
contained in said proposal and in the statements contained in this affidavit in awarding the contract
for the said project.
I further warrant that no person or selling agency has been employed or retained to solicit or
secure such contract upon an agreement or understanding for a commission, percentage,
brokerage, or contingent fee, except bona fide employees or bona fide established commercial or
selling agencies maintained by said bidder.
Full Name (Print):
Title:
Signature:
Date:
Subscribed and sworn to
before me this ______ day of
____________________, 20____.
Notary Public of New Jersey
My Commission Expires
______________________________ 20____.
BP 18 | 29
Experience Statement
The Bidder shall furnish with the proposal a recent listing of similar type projects on which he
has performed work (5 minimum).
Approximate
Value
1. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
2. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
3. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
4. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
BP 19 | 29
Experience Statement
5. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
6. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
7. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
8. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
Attach additional sheets in this format if necessary or contractor supplied forms containing
substantially similar information.
BP 20 | 29
Bidders to Visit Site
All bidders or their representative(s) are strongly encouraged to visit the site of the work of this
contract and examine the means of access to the site. Bidders are strongly encouraged to
thoroughly investigate the site of the proposed work in order to become informed as to the
magnitude and character of all work necessary for the complete execution of the contract, including
facilities for delivery and handling of materials, plant(s), if any at the site, and conditions and
difficulties that may be encountered in the performance of the work specified herein.
The Bidder shall attest by signing below that he has read and understands the above prior to the
submission of this proposal.
Date
Signature of Representative
Title
Bidder’s Name
BP 21 | 29
Proposed Subcontractors
Bidders must set forth the names of all proposed subcontractors to whom Bidder will
subcontract work.
Proposed Subcontractors
Address
1.
2.
3.
4.
5.
6.
7.
8.
BP 22 | 29
Subcontractor Experience Statement
The Bidder shall furnish with the proposal a recent listing of similar type projects on which
his proposed subcontractors have performed work (4 minimum).
Name of Subcontractor:
Approximate
Value
1. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
2. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
3. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
4. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
BP 23 | 29
Subcontractor Experience Statement
Name of Subcontractor:
Approximate
Value
5. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
6. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
7. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
8. Project Name/Owner:
$
Address:
Contact Person:
Phone Number:
Scope:
Attach additional sheets in this format if necessary or contractor supplied forms containing
substantially similar information.
BP 24 | 29
Equipment Certification
Instructions for Completing the Equipment Certification
If the Bidder owns, leases, or controls all the necessary equipment required, he shall complete Parts
1 and 3. Should the Bidder not own, lease, or control all the necessary equipment required, he shall
complete Parts 2 and 3. This certification must be attached to and submitted with the proposal.
Part 1
“This is to certify that I, the Bidder signing the attached proposal, own, lease, or control all the
necessary equipment required to accomplish the work shown and described on the Contract
Drawings and in the Contract Specifications.”
Date
Signature of Bidder
Part 2
“This is to certify that I, the undersigned, own or control the equipment required and noted below
and definitely grant or will grant the Bidder named below the control of said equipment during such
time as may be required for that portion of the work described on the Contract Drawings and in the
Contract Specifications for which said equipment is necessary.”
Date
Signature of Bidder
Controller of Equipment
Date
Business address of Above
Part 3
LIST OF EQUIPMENT
BP 25 | 29
Notice of Federally Mandated Anti-Drug/Alcohol Plan
The Contractor is advised that a Federal Mandate, effective January 1, 1996, requires all businesses
having employees with a commercial driver’s license to have a program of random drug and alcohol
testing in accordance with 49 CFR Parts 40, 199 and 391.
The successful bidder shall submit evidence that it is participating in a random drug and alcohol
testing program. Failure to show evidence of meeting these requirements shall be grounds to
render said bid as informal and cause its rejection.
Bidder’s Name:
Bidder’s Signature:
Date:
BP 26 | 29
Disclosure of Investment Activities in Iran
PART 1 – Certification
BIDDERS ARE TO COMPLETE PART 1 BY CHECKING EITHER BOX.
Pursuant to N.J.S.A. 52:32-55 et seq., any person or entity that submits a bid or proposal or
otherwise proposes to enter into or renew a contract must, prior to the time a contract is awarded
and at the time the contract is renewed, complete the certification below to attest, under penalty of
perjury, that neither the person or entity, nor any of its parents, subsidiaries, or affiliates, is
identified on the Department of Treasury’s Chapter 25 list as a person or entity engaging in
investment activities in Iran. The Chapter 25 list is found on the Division’s website at
www.state.nj.us/treasury/purchase/pdf/Chapter25List.pdf. Bidders must review this list prior to
completing the below certification. Failure to complete the certification may render a bidder’s
proposal nonresponsive. If the Director finds a person or entity to be in violation of law, s/he shall
take action as may be appropriate and provided by law, rule or contract, including but not limited to,
imposing sanctions, seeking compliance, recovering damages, declaring the party in default and
seeking debarment or suspension of the party.
CHECK THE APPROPRIATE BOX:
I certify, pursuant to Public Law 2012, c. 25, that neither the bidder listed above nor any of the
bidder’s parents, subsidiaries, or affiliates is listed on the N.J. Department of the Treasury’s list
of entities determined to be engaged in prohibited activities in Iran pursuant to P.L. 2012, c. 25
(“Chapter 25 List”). I further certify that I am the person listed above, or I am an officer or
representative of the entity listed above and am authorized to make this certification on its
behalf. I will skip Part 2 and sign and complete the Certification below.
OR
I am unable to certify as above because the bidder and/or one or more of its parents,
subsidiaries, or affiliates is listed on the Department’s Chapter 25 list. I will provide a detailed,
accurate and precise description of the activities in Part 2 below sign and complete the
Certification below. Failure to provide such will result in the proposal being rendered as
nonresponsive and appropriate penalties, fines and/or sanctions will be assessed as provided
by law.
Part 2 – Additional Information
PLEASE PROVIDE FURTHER INFORMATION RELATED TO INVESTMENT ACTIVITIES IN IRAN. You must
provide a detailed, accurate and precise description of the activities of the bidding person/entity, or
one of its parents, subsidiaries or affiliates, engaging in the investment activates in Iran on
additional sheets provided by you.
Part 3 – Certification
I, being duly sworn upon my oath, hereby represent and state that the foregoing information and
any attachments there to the best of my knowledge are true and complete. I attest that I am
authorized to execute this certification on behalf of the above-referenced person or entity. I
BP 27 | 29
acknowledge that the OWNER is relying on the information contained herein and thereby
acknowledge that I am under a continuing obligation from the date of this certification through the
completion of any contracts with the OWNER to notify the OWNER in writing of any changes to the
answers of information contained herein. I acknowledge that I am aware that it is a criminal offense
to make a false statement or misrepresentation in this certification, and if I do so, I recognize that I
am subject to criminal prosecution under the law and that it will also constitute a material breach of
my agreement(s) with the OWNER and that the OWNER at its option may declare any contract(s)
resulting from this certification void and unenforceable.
Bidder’s Name:
Bidder’s Signature:
Date:
BP 28 | 29
Notice of Award
Description of Work
To:
The Owner, represented by the undersigned, has considered the Proposal submitted by you for the
above described work in response to its Notice and Instructions to Bidders dated
.
Since you are the apparent successful bidder, said Owner agrees to accept your Proposal in the
amount of
.
You are hereby notified that your Proposal has been accepted for items:
As specified in the Contract Documents,
.
You are required by the Notice and Instruction to Bidders to execute the formal contract with the
undersigned Owner and to furnish the required Contractor's Performance and Payment Bond within
twenty-one (21) calendar days from the date of this Notice to Award.
If you fail to execute said Contract and to furnish said bond in writing twenty-one (21) calendar days
from the date of this Notice of Award, said Owner will be entitled to consider all your rights arising
out of the Owner's acceptance of your Proposal as abandoned and to award the work covered by
your Proposal to another, or to re-advertise the work, or otherwise dispose thereof as the Owner
may see fit.
Dated this __________ day of ____________________, 20______.
Owner
By
Title: Mayor
BP 29 | 29
Notice to Proceed
To:
Date:
Project
You are hereby notified to commence work in accordance with the Agreement dated
____________________, 20_____, on or before ____________________, 20_____, and you are to complete the
work within seventy-five (75) consecutive calendar days thereafter. The date of completion of all
work is therefore ____________________, 20_____.
Also, before you may start any work at the site, you must:
Owner
By
Title: Mayor
ACCEPTANCE TO NOTICE
Receipt of the above NOTICE TO
PROCEED is hereby acknowledged by
Contractor
This the _____ day of
____________________, 20_____.
BY:
TITLE:
FORM OF CONTRACT
FC-1 of FC-16
AGREEMENT
THIS AGREEMENT, entered into this _______ day of
, 2022 between the
Township of Cranford, a municipal corporation of the State of New Jersey (hereinafter referred
to as the “Township”) having municipal offices located at the Municipal Building, 8 Springfield
Avenue, in the Township of Cranford, County of Union, State of New Jersey, and
______________________having an office located at _________________________________
(hereinafter referred to as the “Contractor”).
WITNESSETH:
WHEREAS, on ________________, 2022, the Township received _________ bids in
response to its advertisement for Bid Proposals for the 2022 Capital Road Improvements (the
“Project”); and
WHEREAS, the Contractor was the lowest responsible bidder for the Project with a low
bid price of $_________ (the “Contractor’s Bid Proposal”); and
WHEREAS, by Resolution No. 2022-XXX, the Township awarded the contract for the
Project to the Contractor; and
WHEREAS, the Chief Financial Officer has certified to the availability of funds which is
on file in the office of the Township Clerk; and
WHEREAS, the Township has authorized this written Agreement with the Contractor to
provide the aforementioned services to the Township in accordance with the compensation set
forth herein.
FC-2 of FC-16
NOW, THEREFORE, in mutual consideration of the covenants, obligations and
responsibilities set forth herein, it is agreed by and between the parties as follows:
1.
PARTS OF CONTRACT
The parties agree that the terms and conditions contained in the following documents
which comprise and are hereinafter called the Contract Documents are made part of this
Agreement and are binding on all parties as if all conditions contained in the Contract
Documents were set forth in this Agreement:
A.
This Agreement
B.
Township Resolution No. 2022- XXX
C.
Township’s Bid Packet for Bid Proposal for this Project, including without
limitation, the Notice to Bidders, Instructions to Bidders, General
Conditions, Special Provisions and Supplementary Special Provisions
(collectively, the “Bid Specifications”)
D.
Contractor’s Bid Proposal
In the event that any provision in one of the Contract Documents conflicts with the
provisions of another of the Contract Documents, the provisions in the document first listed
above shall govern, unless otherwise expressly stated herein.
2.
CONTRACT TERM
This Agreement shall be effective from the time of execution until such time as the work
contemplated herein is completed.
FC-3 of FC-16
3.
SERVICES TO BE RENDERED
The Contractor agrees to provide all necessary and proper services to timely complete the
Project in accordance with the terms set forth in the Bid Specifications and the Contractor’s Bid
Proposal relating to the Project. The Contractor declares and agrees that it will be responsible for
the full performance and completion of all work to be done under this Agreement and, by the
execution hereof, acknowledges that it has carefully informed itself regarding conditions
pertaining to the work to be done. The Contractor warrants and guarantees that all work will be
of good quality, free from faults and defects, and in conformance with the Contract Documents,
and any work not so conforming to these standards may be considered defective.
4.
LABOR AND MATERIALS
The Contractor shall provide and pay for all labor, materials, equipment, tools,
construction equipment and machinery, transportation, supplies, merchandise and all other
materials and services necessary for the full and proper performance of this Agreement and to
meet accepted standards. The Contractor shall supervise and direct all work performed pursuant
to this Agreement, utilizing the Contractor’s best skill and attention and shall be solely
responsible for all means, methods, techniques, sequences, and procedures and for coordinating
all portions of work under the Agreement. In addition, the Contractor shall, at all times, enforce
strict discipline and good order among its employees and shall not employ on the work any unfit
person or anyone not skilled in the task assigned to him.
5.
COMPLIANCE WITH ALL LAWS
A.
The Contractor shall keep itself fully informed of, and observe and comply
with, all federal, state, and local laws in any manner affecting those engaged or employed in the
FC-4 of FC-16
work and of all such orders and decrees from bodies having any jurisdiction or authority over the
same.
B.
The Contractor shall give all required notices and comply with all laws,
ordinances, rules, regulations and orders of any public authority bearing on the performance of
the work and shall notify the Township if the terms set forth herein are at variance therewith.
C.
The Contractor shall protect and indemnify the Township, its officers and
agents against any claim or liability arising from a violation of any law, regulation, ordinance,
order or decree.
D.
The Contractor shall abide by all terms, conditions and specifications set
forth in Bid Specifications and all requirements and standards as directed by the Township
Departments of Engineering and Public Works.
6.
RIGHTS OF THE TOWNSHIP
All work to be performed by Contractor under this Agreement shall be subject to the
inspection and approval by the Township Engineering and Public Works Superintendent.
7.
PAYMENT
The Township shall pay, and the Contractor shall accept in payment and in consideration
for the performance of the Contractor’s obligations hereunder, compensation for services
rendered pursuant to this Agreement in the amount not to exceed $__________.
FC-5 of FC-16
8.
INSURANCE
The Contractor shall maintain insurance and deliver certificates of insurance to the
Township in amounts which shall not be less than the following limits and as otherwise required
by the Township Engineer:
A. Workers’ compensation and disability benefits insurance as required by law.
B. Employer Liability insurance in the full statutory amount required by Law.
C.
Comprehensive General Liability for bodily injury, personal injury and
property damage, including damages from collapse, explosion, and
underground structures, if applicable, at a limit of not less than
$5,000,000.00 combined single limit for damages arising out of injury to
or destruction of property per occurrence with a total combined limit of
not less than $10,000,000 for both Bodily Injury Liability and Property
Damage Liability per incident, this insurance shall include the following:
1. Personal Injury Liability;
2. Blanket Contractual Liability applying to assumption of liability under
any written Contract;
3. Coverage for X, C, U, exposures, relating to excavation, blasting,
underground damage;
4. Broad Form Property Damage Liability;
5. Extended property damage insurance to cover damage to underground
wire, pipes, ducts, conduits, structures, and further to cover explosion
damage and damage due to collapse;
6. Products and or Completed Operations Liability; and
7. Pollution Liability Insurance.
D.
The Contractor shall purchase and maintain property insurance upon the
entire work at the site to the full insurance value thereof. This insurance
shall include the interest of the Township, and shall include the perils of
Fire, Extended Coverage and Vandalism and Malicious Mischief.
FC-6 of FC-16
E.
The Contractor will purchase in the name of the Township of Cranford,
New Jersey, an Owners Protective liability Policy with limits no less than
$1,000,000 and the Contractor shall deliver such policy to the Township
before the work begins.
F.
Comprehensive Automobile Liability applicable to all owned, non-owned
and hired vehicles at a limit of not less than $3,000,000.00 combined
single limit for bodily injury and property damage for each incident.
G.
Municipality and Contractor Protective Liability Insurance in a combined
single limit amount of not less than $3,000,000.00.
H.
Fire insurance and products insurance for equipment and stock in trade for
an amount not less than $100,000.00.
All of the Contractor’s insurance coverage shall contain a clause indemnifying and saving
harmless the Township, the County of Union, the Township Engineer and their respective
consultants, employees and agents from any and all liability of whatever nature arising from the
work to be performed under this Agreement, including attorney’s fees and costs in connection
with the defense of such claims. The Certificate of Insurance furnished by the Contractor shall
state specifically that the above indemnification is guaranteed by the policy. The policies shall
remain in force until all work has been completed. With the exception of Workers’
Compensation, all insurance policies shall name the Township as an additional insured. All
Certificates of Insurance shall include a thirty (30) day notice to the Township in the event of
any changes or cancellation which modify the coverage provided.
9.
INDEMNIFICATION
The Contractor shall defend, indemnify and hold harmless the Township and its agents
and employees from and against all claims, liabilities, damages, costs, losses, expenses,
including attorney’s fees, fines, penalties, suits, legal proceedings and any order entered therein,
which may arise out of or result from the performance of the work under this Agreement, which
is caused in whole or in part by the negligence, failure to act, gross negligence or willful
misconduct of the Contractor, any subcontractor, or anyone liable, regardless of whether or not it
is caused in part by a party indemnified hereunder. In any and all claims against the Township
FC-7 of FC-16
or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone
directly or indirectly employed by any of them, or anyone for whose acts any of them may be
liable, the indemnification obligation under this paragraph shall not be limited in anyway by any
limitation on the amount of, type of damages, compensation or benefits payable by or for the
Contractor or any subcontractor or under workers’ compensation acts, disability benefit acts or
other employee benefit acts.
10.
WAIVER
Neither the inspection by the Township nor any of its agents, nor any order,
measurement, or certificate by the Township or its agent, nor any order by the Township for the
payment of money nor payment for, nor acceptance of, the whole nor any part of the work by the
Township, nor an extension of time, nor any possession taken by the Township or its employees,
shall operate as a waiver of any provisions of this Agreement or of any power herein reserved to
the Township, or any right to damages herein provided, nor shall any waiver of any breach of
this Agreement be held to be a waiver of any other or subsequent breach. Any remedy provided
for in this Agreement shall be taken and construed as cumulative; that is, in addition to each and
every other remedy herein provided, and in addition to all other suits, actions, or legal
proceedings, the Township shall also be entitled as of right to a writ of injunction against any
breach of any of the provisions of this Agreement.
11.
RESPONSIBILITY OF THE TOWNSHIP COMMITTEE
The Township Committee or its authorized agents or employees shall decide any and all
questions which may arise as to the quality and acceptability of work furnished and all questions
as to the acceptable fulfillment of the Agreement on the part of the Contractor. Any and all
FC-8 of FC-16
directions, communications and/or inquiries from the Township shall be made by the Township
Administrator or Township Public Works Superintendent or their respective, designees.
12.
AFFIRMATIVE ACTION COMPLIANCE
The Contractor agrees that, during the performance of this Agreement, the Contractor
will not discriminate against any employee or applicant for employment because of age, race,
creed, color, national origin, ancestry, marital status, affectional or sexual orientation, gender
identity or expression, disability, nationality or sex. The Contractor further agrees that it shall
comply in all respects with the provisions of N.J.S.A. 10:5-31, et seq., and the regulations
promulgated thereunder, the terms and conditions of which are set forth in the documentation
attached hereto as Exhibit B and expressly made a part hereof. The Contractor shall, within
seven (7) days after receipt of notification of intent to award this contract or receipt of the
Agreement, whichever is sooner, provide the Township with a letter of Federal Affirmative
Action Approval, a Certificate of Employee Information Report from the State of New Jersey, or
a completed Form AA201.
13.
SUCCESSORS AND ASSIGNS
This Agreement and all of the covenants hereof shall inure to the benefit of and be
binding upon the Township and the Contractor and their respective successors, assigns and legal
representatives. Neither the Township nor the Contractor shall have the right to assign, transfer,
or sublet its interests or obligations hereunder without prior written consent of the other party.
FC-9 of FC-16
14.
WRITTEN NOTICE
All notices, requests or other communications pursuant to this Agreement shall be in
writing and shall be sent pursuant to this Agreement by U.S. Mail, addressed as set forth above.
15.
ENTIRE AGREEMENT
This Agreement contains the entire agreement between the parties, and no amendment,
modification or addendum to this Agreement shall be effective unless in writing, dated
subsequent to the date hereof, and executed by the duly authorized officers of the respective
parties. The requirement for such a writing shall apply to any waiver of the requirement of a
written modification pursuant to this Section, and this shall be deemed an essential term of the
Agreement.
16.
VALIDITY
If any term or condition of this Agreement, or any application of this Agreement shall be
determined to be contrary to the laws of the State of New Jersey or the United States, then such
term or condition or application shall not be deemed valid except to the extent permitted by law,
but all other terms and conditions or applications shall continue in full force and effect. If any
term or provision of this Agreement shall conflict with any ten or provision contained in the Bid
Package for Bid Proposals, then the terms and provisions of this Agreement shall govern.
17.
GOVERNING LAW AND VENUES
This Agreement is governed by the Laws of the State of New Jersey and any dispute
arising under this Agreement shall be cognizable only in the Superior Court of New Jersey, Law
Division, Union County.
FC-10 of FC-16
18.
COUNTERPARTS
This Agreement may be executed in several counterparts and by facsimile signatures,
each of which shall be deemed an original but all of which shall constitute one and the same
instrument. Any Party executing by facsimile signature shall provide original copies as soon as
reasonably practicable.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly
executed by their respective authorized officers as of the day and year first written above.
ATTEST:
TOWNSHIP OF CRANFORD
___________________________
________________________________
Patricia Donahue, Township Clerk
Kathleen Miller Prunty, Mayor
WITNESS:
By:
FC-11 of FC-16
STATE OF NEW JERSEY
)
) ss:
COUNTY OF UNION
)
BE IT REMEMBERED that on this _________day of _____________ 2022, before me, the
subscriber, personally appeared _____________, who, being duly sworn on his oath, did depose
and make proof to my satisfaction that he is the Owner and authorized representative of the
Company named herein and that he executed the within instrument as the voluntary and
authorized act and deed of the Company, for the uses and purposes therein expressed.
____________________________________
A Notary Public of the State of New Jersey
My Commission Expires on:
FC-12 of FC-16
STATE OF NEW JERSEY
)
) ss:
COUNTY OF UNION
)
BE IT REMEMBERED that on this _______ day of ________________ 2022, before
me, the subscriber, personally appeared Tara Rowley, who, being duly sworn on her oath, did
depose and make proof to my satisfaction that she is the Township Clerk of the Township of
Cranford, the municipal corporation named in the within instrument, that Andis Kalnins is the
Mayor of the Township of Cranford, that the execution as well as the making of this instrument
has been duly authorized by the Township Committee; that the seal of said municipal corporation
is well known to deponent and that the seal affixed to said instrument is such corporate seal and
was thereto affixed to said instrument, signed and delivered by said Mayor as and for his
voluntary act and deed and as and for the voluntary act and deed of said municipal corporation,
in the presence of deponent, who, thereupon subscribed her name as attesting witness.
____________________________________
A Notary Public of the State of New Jersey
My Commission Expires on:
FC-13 of FC-16
EXHIBIT A
MANDATORY EQUAL EMPLOYMENT OPPORTUNITY LANGUAGE
N.J.S.A. 10:5-31 et seq. (P.L. 1975, C. 127)
CONSTRUCTION CONTRACTS
During the performance of this contract, the contractor agrees as follows:
The contractor or subcontractor, where applicable, will not discriminate against any employee or
applicant for employment because of age, race, creed, color, national origin, ancestry, marital status,
affectional or sexual orientation, gender identity or expression, disability, nationality or sex. Except with
respect to affectional or sexual orientation and gender identity or expression, the contractor will ensure
that equal employment opportunity is afforded to such applicants in recruitment and employment, and
that employees are treated during employment, without regard to their age, race, creed, color, national
origin, ancestry, marital status, affectional or sexual orientation, gender identity or expression, disability,
nationality or sex. Such equal employment opportunity shall include, but not be limited to the following:
employment, up-grading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and selection for training, including
apprenticeship. The contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices to be provided by the Public Agency Compliance Officer setting forth
provisions of this nondiscrimination clause.
The contractor or subcontractor, where applicable will, in all solicitations or advertisements for
employees placed by or on behalf of the contractor, state that all qualified applicants will receive
consideration for employment without regard to age, race, creed, color, national origin, ancestry, marital
status, affectional or sexual orientation, gender identity or expression, disability, nationality or sex.
The contractor or subcontractor will send to each labor union, with which it has a collective bargaining
agreement, a notice, to be provided by the agency contracting officer, advising the labor union or workers'
representative of the contractor's commitments under this act and shall post copies of the notice in
conspicuous places available to employees and applicants for employment.
The contractor or subcontractor, where applicable, agrees to comply with any regulations promulgated by
the Treasurer, pursuant to N.J.S.A. 10:5-31 et seq., as amended and supplemented from time to time and
the Americans with Disabilities Act.
When hiring or scheduling workers in each construction trade, the contractor or subcontractor agrees to
make good faith efforts to employ minority and women workers in each construction trade consistent with
the targeted employment goal prescribed by N.J.A.C. 17:27-7.2; provided, however, that the Dept. of
LWD, Construction EEO Monitoring Program may, in its discretion, exempt a contractor or subcontractor
from compliance with the good faith procedures prescribed by the following provisions, A, B and C, as
long as the Dept. of LWD, Construction EEO Monitoring Program is satisfied that the contractor or
subcontractor is employing workers provided by a union which provides evidence, in accordance with
standards prescribed by the Dept. of LWD, Construction EEO Monitoring Program, that its percentage of
active "card carrying" members who are minority and women workers is equal to or greater than the
targeted employment goal established in accordance with N.J.A.C. 17:27-7.2.
FC-14 of FC-16
EXHIBIT A (Cont)
The contractor or subcontractor agrees that a good faith effort shall include compliance with the following
procedures:
(A) If the contractor or subcontractor has a referral agreement or arrangement with a union for a
construction trade, the contractor or subcontractor shall, within three business days of the contract award,
seek assurances from the union that it will cooperate with the contractor or subcontractor as it fulfills its
affirmative action obligations under this contract and in accordance with the rules promulgated by the
Treasurer pursuant to N.J.S.A. I 0:5-31 et. seq., as supplemented and amended from time to time and the
Americans with Disabilities Act. If the contractor or subcontractor is unable to obtain said assurances
from the construction trade union at least five business days prior to the commencement of construction
work, the contractor or subcontractor agrees to afford equal employment opportunities minority and
women workers directly, consistent with this chapter. If the contractor's or subcontractor's prior
experience with a construction trade union, regardless of whether the union has provided said assurances,
indicates a significant possibility that the trade union will not refer sufficient minority and women
workers consistent with affording equal employment opportunities as specified in this chapter, the
contractor or subcontractor agrees to be prepared to provide such opportunities to minority and women
workers directly, consistent with this chapter, by complying with the hiring or scheduling procedures
prescribed under (B) below; and the contractor or subcontractor further agrees to take said action
immediately if it determines that the union is not referring minority and women workers consistent with
the equal employment opportunity goals set forth in this chapter.
(B) If good faith efforts to meet targeted employment goals have not or cannot be met for each
construction trade by adhering to the procedures of (A) above, or if the contractor does not have a referral
agreement or arrangement with a union for a construction trade, the contractor or subcontractor agrees to
take the following actions:
1. To notify the public agency compliance officer, the Dept. of LWD, Construction EEO Monitoring
Program, and minority and women referral organizations listed by the Division pursuant to
N.J.A.C. 17:27-5.3, of its workforce needs, and request referral of minority and women workers;
2.To notify any minority and women workers who have been listed with it as awaiting available
vacancies;
3.Prior to commencement of work, to request that the local construction trade union refer minority
and women workers to fill job openings, provided the contractor or subcontractor has a referral
agreement or arrangement with a union for the construction trade;
4.To leave standing requests for additional referral to minority and women workers with the local
construction trade union, provided the contractor or subcontractor has a referral agreement or
arrangement with a union for the construction trade, the State Training and Employment Service
and other approved referral sources in the area;
5.If it is necessary to lay off some of the workers in a given trade on the construction site, layoffs
shall be conducted in compliance with the equal employment opportunity and non-discrimination
standards set forth in this regulation, as well as with applicable Federal and State court decisions;
FC-15 of FC-16
EXHIBIT A (Cont)
6.To adhere to the following procedure when minority and women workers apply or are referred to
the contractor or subcontractor:
i.
If said individuals have never previously received any document or certification signifying
a level of qualification lower than that required in order to perform the work of the
construction trade, the contractor or subcontractor shall in good faith determine the
qualifications of such individuals. The contractor or subcontractor shall hire or schedule
those individuals who satisfy appropriate qualification standards in conformity with the
equal employment opportunity and non-discrimination principles set forth in this chapter.
However, a contractor or subcontractor shall determine that the individual at least
possesses the requisite skills, and experience recognized by a union, apprentice program
or a referral agency, provided the referral agency is acceptable to the Dept. of LWD,
Construction EEO Monitoring Program. If necessary, the contractor or subcontractor shall
hire or schedule minority and women workers who qualify as trainees pursuant to these
rules. All of the requirements, however, are limited by the provisions of (C) below.
ii.
The name of any interested women or minority individual shall be maintained on a
waiting list, and shall be considered for employment as described in (i) above, whenever
vacancies occur. At the request of the Dept. of LWD, Construction EEO Monitoring
Program, the contractor or subcontractor shall provide evidence of its good faith efforts to
employ women and minorities from the list to fill vacancies.
iii.
If, for any reason, said contractor or subcontractor determines that a minority individual
or a woman is not qualified or if the individual qualifies as an advanced trainee or
apprentice, the contractor or subcontractor shall inform the individual in writing of the
reasons for the determination, maintain a copy of the determination in its files, and send a
copy to the public agency compliance officer and to the Division.
7.To keep a complete and accurate record of all requests made for the referral of workers in any
trade covered by the contract, on forms made available by the Dept. of LWD, Construction EEO
Monitoring Program and submitted promptly to the Dept. of LWD, Construction EEO
Monitoring Program upon request.
(C)The contractor or subcontractor agrees that nothing contained in (B) above shall preclude the contractor
or subcontractor from complying with the union hiring hall or apprenticeship policies in any
applicable collective bargaining agreement or w1ion hiring hall arrangement, and, where required by
custom or agreement, it shall send journeymen and trainees to the union for referral, or to the
apprenticeship program for admission, pursuant to such agreement or arrangement. However, where
the practices of a union or apprenticeship program will result in the exclusion of minorities and
women or the failure to refer minorities and women consistent with the targeted county employment
goal, the contractor or subcontractor shall consider for employment persons referred pursuant to (B)
above without regard to such agreement or arrangement; provided further, however, that the
contractor or subcontractor shall not be required to employ women and minority advanced trainees
and trainees in numbers which result in the employment of advanced trainees and trainees as a
percentage of the total workforce for the construction trade, which percentage significantly exceeds
the apprentice to journey worker ratio specified in the applicable collective bargaining agreement, or
in the absence of a collective bargaining agreement, exceeds the ratio established by practice in the
area for said construction trade. Also, the contractor or subcontractor agrees that, in implementing
the procedures of (B) above, it shall, where applicable, employ minority and women workers residing
within the geographical jurisdiction of the union
FC-16 of FC-16
EXHIBIT A (Cont)
After notification of award, but prior to signing a construction contract, the contractor shall submit to the
public agency compliance officer and the Division an initial project workforce report (Form AA201) provided
to the public agency by the Division for distribution to and completion by the contractor, in accordance
with N.J.A.C. 17:27-7. The contractor also agrees to submit a copy of the Monthly Project Workforce Report
once a month thereafter for the duration of this contract to the Division and to the public agency
compliance officer.
The Contractor agrees to cooperate with the public agency in the payment of budgeted funds, as is
necessary, for on-the-job and/or off-the-job programs for outreach and training of minorities and women.
(D)
The contractor and its subcontractors shall furnish such reports or other documents to the Division
of Public Contracts Equal Employment Opportunity Compliance as may be requested by the Division
from time to time in order to carry out the purposes of these regulations, and public agencies shall
furnish such information as may be requested by the Division of Public Contracts Equal Opportunity
Compliance for conducting a compliance investigation pursuant to Subchapter 10 of the
Administrative Code at N.J.A.C. 17:27.
Instructions to Bidders
IB 1 | 24
Instructions to Bidders and Statutory Requirements
I.
Submission of Bids
A.
Sealed bids shall be received by the contracting unit, hereinafter referred to as “Owner,” in
accordance with public advertisement as required by law, with a copy of said notice being
attached hereto and made a part of these specifications.
B.
Sealed bids will be received by the designated representative at the time and location
designated in the Notice to Bidders, and at such time and place will be publicly opened and read
aloud.
C.
The bid shall be submitted in a sealed envelope: (1) addressed to the Owner, (2) bearing the
name and address of the bidder written on the face of the envelope, and (3) clearly marked
"BID" with the contract title and/or bid # of the contract being bid. The bidder shall include one
original and one copy of its proposal in its bid submission.
D.
It is the bidder’s responsibility that bids are presented to the Owner at the time and at the place
designated. Bids may be hand delivered or mailed; however, the Owner disclaims any
responsibility for bids forwarded by regular or overnight mail. If the bid is sent by express mail
service, the designation in sub-section C, above, must also appear on the outside of the express
mail envelope. Bids received after the designated time and date will be returned unopened.
E.
Sealed bids forwarded to the Owner before the time of opening of bids may be withdrawn upon
written application of the bidder who shall be required to produce evidence showing that the
individual is or represents the principal or principals involved in the bid. Once bids have been
opened, they shall remain firm for a period of sixty (60) calendar days.
F.
More than one bid from an individual, a firm or partnership, a corporation or association under
the same names shall not be considered.
G.
All prices and amounts must be written in ink or preferably machine-printed. Bids containing
any conditions, omissions, unexplained erasures or alterations, items not called for in the bid
proposal form, attachment of additive information not required by the specifications, or
irregularities of any kind, may be rejected by the Owner. Any changes, whiteouts, strikeouts, etc.
in the bid must be initialed in ink by the person signing the bid.
H.
Each bid proposal form must give the full business address, business phone, fax, e-mail if
available, the contact person of the bidder, and be signed by an authorized representative as
follows:
Bids by partnerships and limited liability companies must furnish the full name of all
partners or members and must be signed in the partnership or limited liability company
name by one of the members of the partnership or limited liability company or by an
authorized representative, followed by the signature and designation of the person
signing.
IB 2 | 24
Bids by corporations must be signed in the legal name of the corporation, followed by the
name of the State in which incorporated and must contain the signature and designation
of the president, secretary or other person authorized to bind the corporation in the
matter.
Bids by sole-proprietorship shall be signed by the proprietor.
When requested, satisfactory evidence of the authority of the officer signing shall be
furnished.
I.
Bidder should be aware of the following statutes that represent “Truth in Contracting” laws:
N.J.S.A. 2C:21-34, et seq. governs false claims and representations by bidders. It is a
serious crime for the bidder to knowingly submit a false claim and/or knowingly make
material misrepresentation.
N.J.S.A. 2C:27-10 provides that a public servant commits a crime if said public servant
directly or indirectly solicits or receives a benefit for an official act performed or to be
performed by a public servant, which is a violation of official duty.
N.J.S.A. 2C:27-11 provides that a bidder commits a crime if said person, directly or
indirectly, confers or agrees to confer any benefit not allowed by law to a public servant.
Bidder should consult the statutes or legal counsel for further information.
J.
Pay-to-Play Disclosure – Business entities are advised of their responsibility to file an annual
disclosure statement of political contributions with the New Jersey Election Law Enforcement
Commission (ELEC) pursuant to N.J.S.A. 19:44A-20.27 if they receive contracts in excess of
$50,000 from public entities in a calendar year. Business entities are responsible for
determining if filing is necessary. Additional information on this requirement is available from
ELEC at 888-313-3532 or at www.elec.state.nj.us.
K.
Bid packages are available as specified in the Notice to Bidders. Potential respondents are
cautioned that they are responding at their own risk if a third party supplied the specifications
that may or may not be complete. The Owner is not responsible for third party supplied
documents.
II.
Bid Security and Bonding Requirements
The following provisions, if indicated by an (X), shall be applicable to this bid and be made a
part of the bid documents:
(X) A.
Bid Guarantee
Bidder shall submit with the bid a certified check, cashier's check or bid bond in the amount of
ten percent (10%) of the total price bid, but not in excess of $20,000, payable unconditionally to
the Owner. When submitting a Bid Bond, it shall contain Power of Attorney for full amount of
Bid Bond from a surety company authorized to do business in the State of New Jersey and
acceptable to the Owner. The check or bond of the unsuccessful bidder(s) shall be returned
IB 3 | 24
pursuant to N.J.S.A. 40A:11-24a. The check or bond of the bidder to whom the contract is
awarded shall be retained until a contract is executed and the required performance bond or
other security is submitted. The check or bond of the successful bidder shall be forfeited if the
bidder fails to enter into a contract pursuant to N.J.S.A. 40A:11-21.
The Bid Bond shall include a valid Power of Attorney authorizing the Attorney-in-Fact to execute
the documents. Failure to submit a bid guarantee shall result in rejection of the bid.
(X) B.
Consent of Surety
Bidder shall submit with the bid a Certificate (Consent of Surety) with Power of Attorney for full
amount of bid price from a Surety Company authorized to do business in the State of New Jersey
and acceptable to the Owner stating that it will provide said bidder with a Performance Bond in
the full amount of the bid. This certificate shall be obtained in order to confirm that the bidder
to whom the contract is awarded will furnish Performance and Payment Bonds from an
acceptable surety company on behalf of said bidder, any or all subcontractors or by each
respective subcontractor or by any combination thereof which results in performance security
equal to the total amount of the contract, pursuant to N.J.S.A. 40A:11-22.
The Consent of Surety shall include a valid Power of Attorney authorizing the Attorney-in-Fact to
execute the documents. Failure to submit a Consent of Surety Form shall result in rejection of
the bid.
(X) C.
Performance Bond
The successful bidder shall simultaneously with the delivery of the executed contract, submit an
executed Surety Corporation Bond in the amount of one hundred percent (100%) of the final
contract price as security for the faithful performance of this contract.
The performance bond provided shall not be released until the final acceptance of the whole
work and then only if any liens or claims have been satisfied. The surety on such bond or bonds
shall be a duly authorized surety company authorized to do business in the State of New Jersey
pursuant to N.J.S.A. 17:31-5. For multi-year contracts, the performance bond may be
resubmitted each year on the contract anniversary date for the amount remaining on the
contract.
Failure to submit this with the executed contract shall be cause for declaring the contract null
and void pursuant to N.J.S.A. 40A:11-22.
(X) D. Labor and Material (Payment) Bond
The successful bidder shall with the delivery of the performance bond submit an executed
payment bond to guarantee payment to laborers and suppliers for the labor and material used
in the work performed under the contract.
Failure to submit a labor and material bond with the performance bond shall be cause for
declaring the contract null and void.
IB 4 | 24
(X) E.
Maintenance Bond
Upon acceptance of the work by the Owner, the contractor shall submit a maintenance bond
(N.J.S.A. 40A:11-16.3) in an amount not to exceed one hundred percent (100%). of the project
costs guaranteeing against defective quality of work or materials for the period of: Two (2) Years.
III.
Interpretation and Addenda
A.
The bidder understands and agrees that its bid is submitted on the basis of the specifications
prepared by the Owner. The bidder accepts the obligation to become familiar with these
specifications.
B.
Bidders are expected to examine the specifications and related bid documents with care and
observe all their requirements. Ambiguities, errors or omissions noted by bidders should be
promptly reported in writing to the appropriate official. Any prospective bidder who wishes to
challenge a bid specification shall file such challenges in writing with the Owner no less than
three business days prior to the opening of the bids. Challenges filed after that time shall be
considered void and having no impact on the contracting unit or the award of a contract
pursuant to N.J.S.A. 40A:11-13. In the event the bidder fails to notify the Owner of such
ambiguities, errors or omissions, the bidder shall be bound by the requirements of the
specifications and the bidder’s submitted bid.
C.
No oral interpretation and or clarification of the meaning of the specifications for any goods and
services or construction will be made to any bidder. Such request shall be in writing, addressed
to the Owner’s representative stipulated in the specification. In order to be given consideration,
a written request must be received at least seven (7) business days prior to the date fixed for the
opening of the bid.
All interpretations, clarifications and any supplemental instructions will be in the form of written
addenda to the specifications and will be distributed to all persons who had submitted a bid or
who had received a bid package. All addenda so issued shall become part of the specification
and bid documents and shall be acknowledged by the bidder in the bid by completing the
Acknowledgement of Receipt of Addenda form. The Owner’s interpretations or corrections
thereof shall be final.
Pursuant to N.J.S.A. 40A:11-23(c)(2), when issuing addenda, the Owner shall provide required
notice prior to the official receipt of bids to any person who has submitted a bid or who has
received a bid package.
D.
Discrepancies in Bids
1.
If the amount shown in words and its equivalent in figures do not agree, the written words
shall be binding. Ditto marks are not considered writing or printing and shall not be used.
2.
In the event that there is a discrepancy between the unit prices and the extended totals, the
unit prices shall prevail. In the event there is an error of the summation of the extended
totals, the computation by the Owner of the extended totals shall govern.
IB 5 | 24
E.
Optional Pre-Bid Conference
If stated in the Notice to Bidders and checked below:
☒ A Pre-Bid-Conference will not be held.
☐ A pre-bid conference for this proposal will be held on [Date] at [Time ##:##] [AM/PM].
Attendance is not mandatory but is strongly recommended. Failure to attend does not relieve
the bidder of any obligations or requirements.
IV.
Brand Names, Standards of Quality and Performance
A.
Brand names and/or descriptions used in these specifications are to acquaint bidders with the
types of goods and services or materials and items desired and will be used as a standard by
which goods and services or materials and items offered as equivalent will be evaluated.
B.
Variations between the goods and services or materials and items described and the goods and
services or materials and items offered are to be fully identified and described by the bidder on
a separate sheet and submitted with the bid proposal form. Vendor literature WILL NOT suffice
in explaining exceptions to these specifications. In the absence of any exceptions by the bidder,
it will be presumed and required that the goods and services or materials and items as
described in the bid specification be provided or performed.
C.
When a specification uses “brand name or equivalent,” the listed brand name shall serve as a
reference or point of comparison for the functional or operational characteristic desired for the
material being requested. Where a bidder submits an equivalent, it is the responsibility of the
bidder to document and/or demonstrate the equivalency of the goods and services offered.
Failure to submit such documentation shall be grounds for rejection of the claim of equivalence.
The Owner reserves the right to evaluate the equivalency of the goods and services.
D.
In submitting its bid, the bidder certifies that the goods and services or materials and items to be
furnished will not infringe upon any valid patent or trademark and that the successful bidder
shall, at its own expense, defend any and all actions or suits charging such infringement, and will
save the Owner harmless from any damages resulting from such infringement.
E.
Only manufactured and farm products of the United States, wherever available, shall be used
pursuant to N.J.S.A. 40A:11-18.
F.
The contractor shall guarantee any or all goods and services or materials and items supplied
under these specifications. Defective or inferior goods, materials, or items shall be replaced at
the expense of the contractor. The contractor will be responsible for return freight or restocking
charges.
V.
Insurance and Indemnification
The insurance documents indicated by an (X) shall include but are not limited to the following
coverages. The successful bidder shall provide coverage so that all insurance coverage must be in
effect no later than 12:01 A.M. EST at the start of the day of the contract and remain in effect for the
duration of the contract, including any extensions.
IB 6 | 24
A.
Insurance Requirements
(X) 1.
General Liability Insurance
Comprehensive general public liability insurance shall be maintained with a combined single
limit amount of not less than $1,000,000.00 against claims for bodily injury, death, and
property damage, and shall be maintained in full force during the life of the contract.
(X) 2.
Owner and Contractor Protective Liability Insurance
Owner and contractor protective liability insurance shall be maintained with a combined
single limit amount of not less than $1,000,000.00 and shall be maintained in full force
during the life of the contract.
(X) 3.
Worker’s Compensation Insurance
Worker’s Compensation insurance shall be maintained in full force during the life of the
contract, covering all employees engaged in performance of the contract pursuant to N.J.S.A.
34:15-12(a) and N.J.A.C. 12:235-1.6.
(X) 4
Employer’s Liability Insurance
Employer’s liability insurance in the full statutory amount required by New Jersey law shall
be maintained in full force during the life of the contract.
(X) 5.
Products and Completed Operations Liability Insurance
Products and completed operations liability insurance in the amount of $100,000.00 shall be
maintained in full force during the life of the contract.
(X) 6.
Automotive Liability Insurance
Comprehensive automotive liability insurance shall be maintained with a combined single
limit of not less than $500,000.00 against claims for bodily injury, death, or property damage,
and shall be maintained in full force during the life of the contract.
(X) 7.
Pollution Liability Insurance
Pollution liability insurance with a single occurrence limit amount of not less than
$1,000,000.00 shall be maintained in full force during the life of the contract.
(X) 8.
Other Forms of Insurance Required
The Township of Cranford
and Colliers Engineering & Design, Inc. (DBA Maser Consulting)
shall be named as additional insureds on all insurance certificates issued for the project.
B.
Certificates of the Required Insurance
Certificates of Insurance for those policies required above shall be submitted with the contract.
Such coverage shall be with an insurance company authorized to do business in the State of
New Jersey and shall name the Owner as an additional insured.
IB 7 | 24
Self-insured contractors shall submit an affidavit attesting to their self-insured coverage and
shall name the Owner as an additional insured.
C.
Indemnification
The successful bidder shall indemnify and hold harmless the Owner and its officers, agents,
servants, and employees from all claims, suits or actions, and damages or costs of every name
and description to which the Owner may be subjected or put by reason of injury to the person
or property of another, or the property of the Owner, resulting from (a) negligent acts or
omissions on the part of the contractor, the contractor's agents, servants or subcontractors in
the delivery of goods and services or materials and items, or in the performance of the work
under the contract; and (b) the use of any copyrighted or copyrighted composition, valid
trademark, secret process, patented or unpatented invention or article furnished or used in the
performance of this contract.
VI.
Pricing Information for Preparation of Bids
A.
The Owner is exempt from any local, state or federal sales, use or excise tax.
B.
Estimated Quantities (Open-End Contracts): The Owner has attempted to identify the item(s) and
the estimated amounts of each item bid to cover its requirements; however, past experience
shows that the amount ordered may be different than that submitted for bidding. The right is
reserved to decrease or increase the quantities specified in the specifications pursuant to
N.J.A.C. 5:30-11.2 and 11.10. NO MINIMUM PURCHASE IS IMPLIED OR GUARANTEED.
C.
Contractor shall be responsible for obtaining any applicable permits or licenses from any
government entity that has jurisdiction to require the same. All bids submitted shall have
included this cost.
D.
Bidders shall insert prices for furnishing goods and services or materials and items required by
these specifications. Prices shall be net, including any charges for packing, crating, containers,
etc. All transportation charges shall be fully prepaid by the contractor, F.O.B. destination and
placement at locations specified by the Owner. As specified, placement may require inside
deliveries. No additional charges will be allowed for any transportation costs resulting from
partial shipments made for the contractor's convenience.
E.
In the event of a public emergency declared at the local, state or federal level prior to the
expiration of the contract, if the Owner opts to extend terms and conditions of the contract, the
contractor agrees to extend the terms and conditions of this specification, whether existing or
expiring for no longer than six months, for the performance of work for the duration of the
emergency.
IB 8 | 24
VII.
Statutory and Other Requirements
The following are mandatory requirements of this bid and contract.
A.
Mandatory Affirmative Action Certification
No firm may be issued a contract unless it complies with the affirmative action provisions of
N.J.S.A. 10:5-31 et seq. and N.J.A.C. 17:27-1 et seq. The following information summarizes the
full, required regulatory text, which is included as Exhibit A of this bid specification. Forms
referenced below can be obtained from https://www.nj.gov/treasury/contract_compliance/.
1.
Goods and Services (including professional services) Contracts
Each contractor shall submit to the public agency, after notification of award but prior to
execution of a goods and services contract, one of the following three documents:
i.
A photocopy of a valid letter that the contractor is operating under an existing
federally approved or sanctioned affirmative action program (good for one year
from the date of the letter); or
ii.
A photocopy of a Certificate of Employee Information Report approval, issued in
accordance with N.J.A.C. 17:27-4; or
iii.
A photocopy of an Employee Information Report (Form AA-302) provided by the
Division and distributed to the public agency to be completed by the contractor
in accordance with N.J.A.C. 17:27-4.
2.
Maintenance/Construction Contracts
1.
After notification of award, but prior to signing the contract, the contractor shall submit
to the public agency compliance officer and the Department of Labor and Workforce
Development, Construction Contract Compliance Unit (the “Department”) an initial
project workforce report (Form AA-201) electronically provided to the public agency by
the Department for distribution to and completion by the contractor, in accordance with
N.J.A.C. 17:27-7.
2.
The contractor shall also submit a copy of the monthly project workforce report (Form
AA-202) once a month thereafter for the duration of the contract to the Division and to
the public agency compliance officer. The contractor shall also cooperate with the public
agency in the payment of budgeted funds, as is necessary, for on-the job and/or off-the-
job programs for outreach and training of minorities and women.
3.
During the performance of this contract, the contractor agrees as follows:
i.
The contractor or subcontractor, where applicable, will not discriminate against
any employee or applicant for employment because of age, race, creed, color,
national origin, ancestry, marital status, affectional or sexual orientation, gender
identity or expression, disability, nationality, or sex. Except with respect to
affectional or sexual orientation and gender identity or expression, the
IB 9 | 24
contractor will ensure that equal employment opportunity is afforded to such
applicants in recruitment and employment, and that all employees are treated
during employment, without regard to their age, race, creed, color, national
origin, ancestry, marital status, affectional or sexual orientation, gender identity
or expression, disability, nationality, or sex. Such equal employment opportunity
shall include, but not be limited to, the following: employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and selection for
training, including apprenticeship. The contractor agrees to post in conspicuous
places, available to employees and applicants for employment, notices to be
provided by the public agency compliance officer setting forth provisions of this
nondiscrimination clause;
ii.
The contractor or subcontractor, where applicable will, in all solicitations or
advertisements for employees placed by or on behalf of the contractor, state
that all qualified applicants will receive consideration for employment without
regard to age, race, creed, color, national origin, ancestry, marital status,
affectional or sexual orientation, gender identity or expression, disability,
nationality, or sex;
iii.
The contractor or subcontractor will send to each labor union, with which it has a
collective bargaining agreement, a notice, to be provided by the agency
contracting officer, advising the labor union or workers' representative of the
contractor's commitments under this act and shall post copies of the notice in
conspicuous places available to employees and applicants for employment;
iv.
The contractor or subcontractor, where applicable, agrees to comply with any
regulations promulgated by the Treasurer, pursuant to N.J.S.A. 10:5–31 et seq., as
amended and supplemented from time to time. However, if a subcontractor has
a total workforce of four or fewer employees or if a contractor or subcontractor
is performing under an existing Federally approved or sanctioned affirmative
action program, the contract shall contain only the mandatory language required
in (a) above, except for the language contained in the first sentence of this
subparagraph.
B.
New Jersey Anti-Discrimination
The contract for this bid shall require that the contractor agrees not to discriminate in
employment and agrees to abide by all anti-discrimination laws including but not limited to
N.J.S.A. 10:2-1 as included in Exhibit B of this document.
C.
Americans with Disabilities Act of 1990
Discrimination on the basis of disability in contracting for the purchase of goods and services is
prohibited. Bidders are required to read, and the successful bidder is required to comply with,
the Americans With Disabilities Act as included in Exhibit C of this document, and agree that the
IB 10 | 24
provisions of Title II of the Act are made a part of the contract. The contractor is obligated to
comply with the Act and to hold the Owner harmless.
D. Statement of Ownership
N.J.S.A. 52:25-24.2 provides that no corporation, partnership, or limited liability company shall be
awarded any contract nor shall any agreement be entered into for the performance of any work
or the furnishing of any materials or supplies, unless, prior to the receipt of the bid or
accompanying the bid of said corporation, partnership, or limited liability company, bidders shall
submit a statement setting forth the names and addresses of all stockholders in the corporation
who own ten percent or more of its stock, of any class, or of all individual partners in the
partnership who own a ten percent or greater interest therein, or of all members in the limited
liability company who own a ten percent or greater interest therein, as the case may be. The
included Statement of Ownership shall be completed and attached to the bid proposal. If one or
more such stockholder or partner or member is itself a corporation or partnership or limited
liability company, the stockholders holding ten percent or more of that corporation's stock, or
the individual partners owning ten percent or greater interest in that partnership, or the
members owning ten percent or greater interest in that limited liability company, as the case
may be, shall also be listed. The disclosure shall be continued until names and addresses of
every noncorporate stockholder, and individual partner, and member, exceeding the ten percent
ownership criteria has been listed.
A bidder with any direct or indirect parent entity which is publicly traded may submit the name
and address of each publicly traded entity and the name and address of each person that holds
a ten percent or greater beneficial interest in the publicly traded entity as of the last annual filing
with the federal Securities and Exchange Commission or the foreign equivalent, and, if there is
any person that holds a ten percent or greater beneficial interest, also shall submit links to the
websites containing the last annual filings with the federal Securities and Exchange Commission
or the foreign equivalent and the relevant page numbers of the filings that contain the
information on each person that holds a ten percent or greater beneficial interest.
The included Statement of Ownership shall be completed and attached to the bid proposal. This
requirement applies to all forms of corporations and partnerships, including, but not limited to,
limited partnerships, limited liability corporations, limited liability partnerships and Subchapter S
corporations. Failure to submit a stockholder disclosure document shall result in rejection of
the bid.
E.
Proof of Business Registration
N.J.S.A. 52:32-44 requires that the successful bidder submit proof of its business registration and
that of any named subcontractors prior to contract award or authorization. Proof of registration
shall be a copy of the bidder’s Business Registration Certificate (BRC). A BRC is obtained from
the New Jersey Division of Revenue and Enterprise Services within the Department of the
Treasury. N.J.S.A. 52:32-44 imposes the following requirements on contractors and all
subcontractors that knowingly provide goods or perform services for a contractor fulfilling this
contract:
IB 11 | 24
1.
The contractor shall provide written notice to its subcontractors and suppliers to submit
proof of business registration to the contractor;
2.
Subcontractors through all tiers of a project must provide written notice to their
subcontractors and suppliers to submit proof of business registration and
subcontractors shall collect such proofs of business registration and maintain them on
file;
3.
Prior to receipt of final payment from a contracting agency, a contractor must submit to
the contracting agency an accurate list of all subcontractors or attest that none was
used;
4.
During the term of this contract, the contractor and its affiliates shall collect and remit,
and shall notify all subcontractors and their affiliates, that they must collect and remit to
the Director, New Jersey Division of Taxation, the use tax due pursuant to the Sales and
Use Tax Act (N.J.S.A. 54:32B-1 et seq.) on all sales of tangible personal property delivered
into this State.
Before final payment is made under the contract, the contractor shall submit to the contracting
agency a complete and accurate list of all subcontractors used and their addresses.
Pursuant to N.J.S.A. 54:49-4.1, a contractor, subcontractor or supplier who fails to provide proof
of business registration or provides false business registration information shall be liable to a
penalty of $25 for each day of violation, not to exceed $50,000, for each business registration
not properly provided or maintained under a contract with a contracting agency.
Emergency Purchases or Contracts
For purchases of an emergent nature, the contractor shall provide its Business Registration
Certificate within two weeks from the date of purchase or execution of the contract or prior to
payment for work performed or to be performed, whichever is earlier.
F.
Disclosure of Investment Activities in Iran
N.J.S.A. 52:32-55 prohibits State and local public contracts with persons or entities engaging in
certain investment activities in energy or finance sectors of Iran. The successful bidder must
indicate if they comply with the law by certifying the form. Pursuant to N.J.S.A. 40A:11-2.1 the
owner is required to notify the New Jersey Attorney General if it determines a false certification
has been submitted.
G. American Goods and Products to be used where possible
Only manufactured and farm products of the United States, wherever available, shall be used
pursuant to N.J.S.A. 40A:11-18.
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If boxes of the following items are checked, they are mandatory requirements of the bid
proposal and contract.
(X) H. Document Checklist
Bidder shall complete and sign the Bid Submission Document Checklist and include it in the
bid submission. For construction bids, failure to submit the checklist is a fatal defect and the
bid will be rejected. This document serves as a guide to bidders of the documents that are
required to be submitted with the bid.
(X) I.
New Jersey Worker and Community Right To Know Act
The manufacturer or supplier of chemical substances or mixtures shall label them in
accordance with the N.J. Worker and Community Right to Know Law (N.J.S.A. 34:5A-1 et seq.,
and N.J.A.C 8:59-1.1 et seq.,). All direct use containers shall bear a label indicating the
chemical name(s) and Chemical Abstracts Service number(s) of all hazardous substances in
the container, and all other substances which are among the five most predominant
substances in the container, or their trade secret registry number(s) pursuant to N.J.A.C.
8:59-5. “Container” means a receptacle used to hold a liquid, solid or gaseous substance
such as bottles, bags, barrels, cans, cylinders, drums and cartons. (N.J.A.C. 8:59-1.3).
Further, all applicable Material Safety Data Sheets (MSDS) - hazardous substance fact sheet -
must be furnished. All containers which are stored at an owner’s facilities by the contractor
or subcontractors shall display RTK labeling. Vendors with questions concerning labeling
should contact the New Jersey Department of Health and Senior Services Right to Know
Program for assistance in developing proper labels.
www.nj.gov/health/workplacehealthandsafety/right-to-know/
(X) J.
Prevailing Wage Act
Pursuant to N.J.S.A. 34:11-56.25 et seq., contractors on projects for public work shall adhere
to all requirements of the New Jersey Prevailing Wage Act. The contractor shall be required
to submit a certified payroll record to the Owner within ten (10) days of the payment of the
wages. In the event it is found that any worker, employed by the contractor or any
subcontractor has been paid a rate of wages less than the prevailing wage required to be
paid, the owner may terminate the contractor's or subcontractor's right to proceed with the
work, or such part of the work as to which there has been a failure to pay required wages
and the contractor and subcontractor then be required to continue the work to completion
or otherwise. The contractor is also responsible for obtaining and submitting all
subcontractors' certified payroll records within the aforementioned time period. The
contractor shall submit said certified payrolls in the form set forth in N.J.A.C. 12:60-6.1(c). It
is the contractor's responsibility to obtain any additional copies of the certified payroll form
to be submitted by contacting the New Jersey Department of Labor and Workforce
Development, Division of Workplace Standards. Additional information is available at
https://www.nj.gov/labor/wagehour/wagerate/pwr_construction.html.
IB 13 | 24
(X) K.
The Public Works Contractor Registration Act
N.J.S.A. 34:11-56.48 et seq. requires that a general or prime contractor and any listed
subcontractors named in the contractor’s bid proposal shall possess a certificate at the time
the bid proposal is submitted. After bid proposals are received and prior to award of
contract, the successful contractor shall submit a copy of the contractor’s certification along
with those of all listed subcontractors. All non-listed subcontractors and lower tier sub-
subcontractors shall be registered prior to starting work on the project. It is the general
contractor’s responsibility that all non-listed sub-contractors at any tier have their certificate
prior to starting work on the job.
Under the law a “contractor” is “a person, partnership, association, joint stock company,
trust, corporation or other legal business entity or successor thereof who enters into a
contract” which is subject to the provisions of the New Jersey Prevailing Wage Act [N.J.S.A.
34:11-56.25, et seq.] It applies to contractors based in New Jersey or in another state.
The law defines “public works projects” as contracts for "public work" as defined in the
Prevailing Wage statute [N.J.S.A. 34:11-56.26(5)]. The term means:
“Construction, reconstruction, demolition, alteration, custom fabrication or repair
work, or maintenance work, including painting and decorating, done under contract
and paid for in whole or in part out of the funds of a public body, except work
performed under a rehabilitation program.”
“Public work” shall also mean construction, reconstruction, demolition, alteration,
custom fabrication or repair work, done on any property or premises, whether or not
the work is paid for from public funds…”
“Maintenance work" means the repair of existing facilities when the size, type or extent
of such facilities is not thereby changed or increased. While “maintenance” includes
painting and decorating and is covered under the law, it does not include work such as
routine landscape maintenance or janitorial services.
To register, a contractor must provide the State Department of Labor with a full and
accurately completed application form. The application form is available online at:
http://lwd.dol.state.nj.us/labor/wagehour/regperm/pw_cont_reg.html.
N.J.S.A. 34:11-56.55 specifically prohibits accepting applications for registration as a
substitute for a certificate of registration.
(X) L.
Non-Collusion Affidavit
The Affidavit shall be properly executed and submitted with the bid proposal.
(X) M. Pay To Play
Prospective bidders are advised of their responsibility to file an annual disclosure statement
of political contributions with the New Jersey Election Law Enforcement Commission (ELEC)
pursuant to N.J.S.A. 19:44A-20.27 if they receive contracts in excess of $50,000 from public
IB 14 | 24
entities in a calendar year. You, the prospective bidder, are responsible for determining
if filing is necessary. Additional information on this requirement is available from
ELEC at 888-313-3532 or at www.elec.state.nj.us.
(X) N. Prompt Payment Law Disclosure
The New Jersey Law on Prompt Payment of Construction Contracts provides, at N.J.S.A.
2A:30A-2(a), that if a prime contractor has performed in accordance with contract provisions
and the billing has been approved and certified by the Owner (or the Owner’s agent), then
the Owner is required to pay the amount due to the prime contractor not more than thirty
(30) days after the billing date. However, in accordance with N.J.S.A. 2A:30A-2(a), that
subsection shall not be applicable to the subject project where the governing body is
required to vote on authorizations for each periodic payment, final payment or retainage
monies, in which event the amount due may be approved and certified at the next
scheduled public meeting of the governing body.
(X) O. Equipment Certification
Bidder shall certify on the Equipment Certification form that they control or have access to
equipment necessary to do the required work if awarded the contract. If the bidder does
not own or lease the equipment, a certification from the owner of the equipment that the
bidder will have access to the equipment is required with the bid. (N.J.S.A. 40:11-20.)
VIII. Method of Contract Award
A.
The length of the contract shall be stated in the specifications. Pursuant to requirements of
N.J.A.C. 5:30-5.1 et seq., any contract resulting from this bid shall be subject to the availability
and appropriation of sufficient funds annually. Please see Section X, Termination of Contract,
Sub-section E, for additional information.
B.
If the award is to be made on the basis of a base bid only, it shall be made to that responsible
bidder submitting the lowest base bid.
C.
If the award is to be made on the basis of a combination of a base bid with selected options, it
shall be made to that responsible bidder submitting the lowest net bid as per the below
schedule:
1.
The lowest total Base Bid proposal will determine the basis of award.
D.
The Owner may also elect to award the contract on the basis of unit prices.
E.
The form of contract shall be submitted by the Owner to the successful bidder. Terms of the
specifications/bid package prevail. Bidder exceptions must be formally accepted by the Owner.
F.
The successful bidder shall complete Form W-9 and submit to the Owner prior to contract
award.
IB 15 | 24
IX.
Causes for Rejecting Bids
Bids may be rejected for any of the following reasons:
A.
All bids pursuant to N.J.S.A. 40A:11-13.2;
B.
If more than one bid is received from an individual, firm or partnership, corporation or
association under the same name;
C.
Multiple bids from an agent representing competing bidders;
D.
The bid is inappropriately unbalanced;
E.
The bidder is determined to possess, pursuant to N.J.S.A. 40A:11-4b, Prior Negative Experience;
or,
F.
If the successful bidder fails to enter into a contract within 21 days, Sundays and holidays
excepted, or as otherwise agreed upon by the parties to the contract. In this case at its option,
the Owner may accept the bid of the next lowest responsible bidder. (N.J.S.A. 40A:11-24b).
X.
Termination of Contract
A.
If, through any cause, the contractor shall fail to fulfill in a timely and proper manner obligations
under the contract or if the contractor shall violate any of the requirements of the contract, the
Owner shall there upon have the right to terminate the contract by giving written notice to the
contractor of such termination and specifying the effective date of termination. Such
termination shall relieve the Owner of any obligation for balances to the contractor of any sum
or sums set forth in the contract. The Owner will pay only for goods and services accepted prior
to termination.
B.
Notwithstanding the above, the contractor shall not be relieved of liability to the Owner for
damages sustained by the Owner by virtue of any breach of the contract by the contractor and
the Owner may withhold any payments to the contractor for the purpose of compensation until
such time as the exact amount of the damage due the Owner from the contractor is determined.
C.
The contractor agrees to indemnify and hold the Owner harmless from any liability to
subcontractors/suppliers concerning payment for work performed or goods supplied arising out
of the lawful termination of the contract by the Owner under this provision.
D.
In case of default by the contractor, the Owner may procure the goods or services from other
sources and hold the contractor responsible for any excess cost.
E.
Continuation of the terms of the contract beyond the fiscal year is contingent on availability of
funds in the following year's budget. In the event of unavailability of such funds, the Owner
reserves the right to cancel the contract.
F.
ACQUISITION, MERGER, SALE AND/OR TRANSFER OF BUSINESS, ETC.
It is understood by all parties that if, during the life of the contract, the contractor disposes of
his/her business concern by acquisition, merger, sale and or/transfer or by any means convey
IB 16 | 24
his/her interest(s) to another party, all obligations are transferred to that new party. In this
event, the new party or parties will be required to submit all documentation/legal instruments
that were required in the original bid/contract. Any change shall be approved by the Owner.
G.
The contractor will not assign any interest in the contract and shall not transfer any interest in
the same without the prior written consent of the Owner.
H.
The Owner may terminate the contract for convenience by providing sixty (60) calendar days
advanced notice to the contractor.
I.
The contractor shall maintain all documentation related to products, transactions or services
under this contract for a period of five years from the date of final payment. Such records shall
be made available to the New Jersey Office of the State Comptroller upon request.
J.
For contracts that exceed one year, each fiscal year payment obligation of the Owner is
conditioned upon the availability of Owner funds appropriated or allocated for the payment of
such an obligation. If funds are not allocated and available for the continuance of any services
performed by the bidder awarded the contract (contractor) hereunder, whether in whole or in
part, the Owner at the end of any particular fiscal year may terminate such services. The Owner
will notify the contractor in writing immediately of any services that will be affected by a
shortage of appropriated funds. This provision shall not be construed so as to permit the Owner
to terminate the contract during the term, or any service hereunder, merely in order to acquire
identical services from another contractor.
K.
Neither party shall be responsible for any resulting loss or obligation to fulfill duties as specified
in any of the terms or provisions of a contract if the fulfillment of any term or provision of the
contract is delayed or prevented by any revolutions, insurrections, riots, wars, acts of enemies,
national emergencies, strikes, floods, fires, acts of God, or by any cause not within the control of
the party whose performance is interfered with which by the exercise of reasonable diligence
such party is unable to prevent. Additionally, if the fulfillment of any of the terms and provisions
of the contract is delayed or prevented by any court order, or action or injunction or other such
agreement, the contract shall become voidable by the owner by notice to the parties.
XI.
Payment
A.
No payment will be made unless duly authorized by the Owner’s authorized representative and
accompanied by proper documentation.
B.
Payment will be made in accordance with the Owner’s policy and procedures. Invoices shall
specify, in detail, the period for which payment is claimed, the services performed during the
prescribed period, the amount claimed and correlation between the services claimed and this
proposal.
C.
The owner may withhold all or partial payments on account of subsequently discovered
evidence including but not limited to the following:
1.
Deliverables not complying with the project specification;
IB 17 | 24
2.
Claims filed or responsible evidence indicating probability of filing claims;
3.
A reasonable doubt that the contract can be completed for the balance then unpaid.
When the above grounds are removed, payment shall be made for amounts withheld because of
them.
D.
Public funds may be used to pay only for items delivered or work performed. The Owner shall
not pay penalties and/or interest on overdue bills unless otherwise required by law. No
employee is authorized to sign a letter of credit or any other document that represents a legal
commitment on the part of the Owner to pay additional fees.
XII.
Liquidated Damages
A.
Damages for Cause
The Contractor shall be liable to the Owner for all expenses, losses, damages, as determined by
the Engineer, incurred in consequence of any defect, omission or mistake of the Contractor, his
subcontractors, agents or employees, or for the making good thereof.
B.
Costs of Engineering and Inspection
There will be deducted from any payments due the Contractor and retained by the Owner an
amount to defray the cost of wages and overhead paid by the Owner to any Project Manager,
Resident Engineer and/or Observer(s) employed on the work for any time in excess of the
completion time stipulated, in excess of eight (8) hours per day or on Saturdays, Sundays or legal
holidays. This amount shall be determined at the rate of One Hundred Eighty Dollars ($180.00)
per man hour for each Project Manager and One Hundred Thirty-Five Dollars ($135.00) for each
Observer or Resident Project Representative.
C.
Damages for Non-Completion
If the Contractor is permitted to finish the work after the specified period of completion, the
Owner shall have full authority to and may deduct and retain from any payments due the
Contractor the sum of One Thousand Dollars ($1000) for each calendar day thereafter that the
contract remains uncompleted, as a liquidated damage, and not as a penalty, to defray
reasonable loss to the Owner due to failure to complete the work in the stipulated time.
IB 18 | 24
XIII. Other Provisions
A.
Both parties agree to comply with all requirements of the Federal Health Insurance Portability
and Accountability Act of 1996 (“HIPAA”) as maybe amended from time to time, and the
corresponding HIPAA regulations for the confidentiality and security of medical information. If
awarded the bid, the contractor shall:
1.
Not use or disclose protected health information other than as permitted or required by
law
2.
Use appropriate safeguards to protect the confidentiality of the information
3.
Report any use or disclosure not permitted
The contractor, by execution of the contract, shall thereby indemnify and hold the owner
harmless from any and all liabilities, claims, actions, costs and penalties which may be incurred
as the result of the failure of the contractor to comply with the requirements of the Health
Insurance Portability and Accountability Act (HIPAA) or any other statute or case law protecting
the privacy of persons using its services.
B.
The Owner shall retain all of its rights and interest in any and all documents and property both
hard copy and digital furnished by the Owner to the successful bidder (contractor) for the
purpose of assisting the contractor in the performance of this contract. None of the documents
and/or property shall, without the written consent of the Owner, be disclosed to others or used
by the contractor or permitted by the contractor to be used by their parties at any time except in
the performance of the resulting contract.
The contractor shall not have the right to use, sell, or disclose the total of the interim or final
work products, or make available to third parties, without the prior written consent of the
owner. Any information supplied to the Owner may be required to be supplied on CD/DVD or
USB flash drive media compatible with Microsoft Windows, and Microsoft Office Suite 2010 or
greater.
C.
Under state and federal statutes, certain government records are protected from public
disclosure. The Owner, the contractor and any subcontractors have a responsibility and an
obligation to safeguard from public access an employee's personal information with which it has
been entrusted when disclosure thereof would violate the employee's reasonable expectation of
privacy. All payroll, personnel and health insurance related files are confidential. Additionally,
the contractor and any subcontractors may be privy to sensitive law enforcement information or
investigations during their review which must remain confidential. The Owner retains the right
to make any public disclosure under the law. Also, among government records deemed
confidential are administrative or technical information regarding computer hardware, software
and networks that, if disclosed, would jeopardize computer security. The contractor and any
subcontractor(s) are prohibited from the sale or distribution of all supplied information to any
third party.
D.
Proof of licensure for any activity regulated by the State of New Jersey and required to do the
work required under this specification, for either the firm or the person responsible for the
work, shall be provided as required by the Owner.
IB 19 | 24
EXHIBIT A
Mandatory Equal Employment Opportunity Language
N.J.S.A. 10:5-31 et seq. and N.J.A.C. 17:27 et seq.
Construction Contracts
During the performance of this contract, the contractor agrees as follows:
The contractor or subcontractor, where applicable, will not discriminate against any employee or
applicant for employment because of age, race, creed, color, national origin, ancestry, marital status,
affectional or sexual orientation, gender identity or expression, disability, nationality or sex. Except
with respect to affectional or sexual orientation and gender identity or expression, the contractor
will ensure that equal employment opportunity is afforded to such applicants in recruitment and
employment, and that employees are treated during employment, without regard to their age, race,
creed, color, national origin, ancestry, marital status, affectional or sexual orientation, gender
identity or expression, disability, nationality or sex. Such equal employment opportunity shall
include, but not be limited to the following: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship. The contractor agrees to post in
conspicuous places, available to employees and applicants for employment, notices to be provided
by the Public Agency Compliance Officer setting forth provisions of this nondiscrimination clause.
The contractor or subcontractor, where applicable will, in all solicitations or advertisements for
employees placed by or on behalf of the contractor, state that all qualified applicants will receive
consideration for employment without regard to age, race, creed, color, national origin, ancestry,
marital status, affectional or sexual orientation, gender identity or expression, disability, nationality
or sex.
The contractor or subcontractor will send to each labor union, with which it has a collective
bargaining agreement, a notice, to be provided by the agency contracting officer, advising the labor
union or workers’ representative of the contractor’s commitments under this act and shall post
copies of the notice in conspicuous places available to employees and applicants for employment.
The contractor or subcontractor, where applicable, agrees to comply with any regulations
promulgated by the Treasurer, pursuant to N.J.S.A. 10:5-31 et seq., as amended and supplemented
from time to time and the Americans with Disabilities Act.
When hiring or scheduling workers in each construction trade, the contractor or subcontractor
agrees to make good faith efforts to employ minority and women workers in each construction
trade consistent with the targeted employment goal prescribed by N.J.A.C. l7:27-7.2; provided,
however, that the Department of Labor and Workforce Development, Construction Contract
Compliance Unit (the “Department”), may, in its discretion, exempt a contractor or subcontractor
from compliance with the good faith procedures prescribed by the following provisions, A, B, and C,
as long as the Department is satisfied that the contractor or subcontractor is employing workers
provided by a union which provides evidence, in accordance with standards prescribed by the
IB 20 | 24
Department, that its percentage of active “card carrying” members who are minority and women
workers is equal to or greater than the targeted employment goal established in accordance with
N.J.A.C. 17:27-7.2. The contractor or subcontractor agrees that a good faith effort shall include
compliance with the following procedures:
(A) If the contractor or subcontractor has a referral agreement or arrangement with a union
for a construction trade, the contractor or subcontractor shall, within three business days of the
contract award, seek assurances from the union that it will cooperate with the contractor or
subcontractor as it fulfills its affirmative action obligations under this contract and in accordance
with the rules promulgated by the Treasurer pursuant to N.J.S.A. 10:5-31 et. seq., as supplemented
and amended from time to time and the Americans with Disabilities Act. If the contractor or
subcontractor is unable to obtain said assurances from the construction trade union at least five
business days prior to the commencement of construction work, the contractor or subcontractor
agrees to afford equal employment opportunities minority and women workers directly, consistent
with this chapter. If the contractor’s or subcontractor’s prior experience with a construction trade
union, regardless of whether the union has provided said assurances, indicates a significant
possibility that the trade union will not refer sufficient minority and women workers consistent with
affording equal employment opportunities as specified in this chapter, the contractor or
subcontractor agrees to be prepared to provide such opportunities to minority and women workers
directly, consistent with this chapter, by complying with the hiring or scheduling procedures
prescribed under (B) below; and the contractor or subcontractor further agrees to take said action
immediately if it determines that the union is not referring minority and women workers consistent
with the equal employment opportunity goals set forth in this chapter.
(B) If good faith efforts to meet targeted employment goals have not or cannot be met for
each construction trade by adhering to the procedures of (A) above, or if the contractor does not
have a referral agreement or arrangement with a union for a construction trade, the contractor or
subcontractor agrees to take the following actions:
(1) To notify the public agency compliance officer, the Department, and minority and
women referral organizations listed by the Division pursuant to N.J.A.C. 17:27-5.3, of its workforce
needs, and request referral of minority and women workers;
(2) To notify any minority and women workers who have been listed with it as
awaiting available vacancies;
(3) Prior to commencement of work, to request that the local construction trade
union refer minority and women workers to fill job openings, provided the contractor or
subcontractor has a referral agreement or arrangement with a union for the construction trade;
(4) To leave standing requests for additional referral to minority and women workers
with the local construction trade union, provided the contractor or subcontractor has a referral
agreement or arrangement with a union for the construction trade, the State Training and
Employment Service and other approved referral sources in the area;
(5) If it is necessary to lay off some of the workers in a given trade on the
construction site, layoffs shall be conducted in compliance with the equal employment opportunity
IB 21 | 24
and nondiscrimination standards set forth in this regulation, as well as with applicable Federal and
State court decisions;
(6) To adhere to the following procedure when minority and women workers apply
or are referred to the contractor or subcontractor:
(i) The contactor or subcontractor shall interview the referred minority or
women worker.
(ii) If said individuals have never previously received any document or
certification signifying a level of qualification lower than that required in order to perform the work
of the construction trade, the contractor or subcontractor shall in good faith determine the
qualifications of such individuals. The contractor or subcontractor shall hire or schedule those
individuals who satisfy appropriate qualification standards in conformity with the equal employment
opportunity and non-discrimination principles set forth in this chapter. However, a contractor or
subcontractor shall determine that the individual at least possesses the requisite skills, and
experience recognized by a union, apprentice program or a referral agency, provided the referral
agency is acceptable to the Department. If necessary, the contractor or subcontractor shall hire or
schedule minority and women workers who qualify as trainees pursuant to these rules. All of the
requirements, however, are limited by the provisions of (C) below.
(iii) The name of any interested women or minority individual shall be
maintained on a waiting list, and shall be considered for employment as described in (i) above,
whenever vacancies occur. At the request of the Department, the contractor or subcontractor shall
provide evidence of its good faith efforts to employ women and minorities from the list to fill
vacancies.
(iv) If, for any reason, said contractor or subcontractor determines that a
minority individual or a woman is not qualified or if the individual qualifies as an advanced trainee
or apprentice, the contractor or subcontractor shall inform the individual in writing of the reasons
for the determination, maintain a copy of the determination in its files, and send a copy to the public
agency compliance officer and to the Department.
(7) To keep a complete and accurate record of all requests made for the referral of
workers in any trade covered by the contract, on forms made available by the Department and
submitted promptly to the Department upon request.
(C) The contractor or subcontractor agrees that nothing contained in (B) above shall preclude
the contractor or subcontractor from complying with the union hiring hall or apprenticeship policies
in any applicable collective bargaining agreement or union hiring hall arrangement, and, where
required by custom or agreement, it shall send journeymen and trainees to the union for referral, or
to the apprenticeship program for admission, pursuant to such agreement or arrangement.
However, where the practices of a union or apprenticeship program will result in the exclusion of
minorities and women or the failure to refer minorities and women consistent with the targeted
county employment goal, the contractor or subcontractor shall consider for employment persons
referred pursuant to (B) above without regard to such agreement or arrangement; provided further,
however, that the contractor or subcontractor shall not be required to employ women and minority
IB 22 | 24
advanced trainees and trainees in numbers which result in the employment of advanced trainees
and trainees as a percentage of the total workforce for the construction trade, which percentage
significantly exceeds the apprentice to journey worker ratio specified in the applicable collective
bargaining agreement, or in the absence of a collective bargaining agreement, exceeds the ratio
established by practice in the area for said construction trade. Also, the contractor or subcontractor
agrees that, in implementing the procedures of (B) above, it shall, where applicable, employ minority
and women workers residing within the geographical jurisdiction of the union.
After notification of award, but prior to signing a construction contract, the contractor shall submit
to the public agency compliance officer and the Department an initial project workforce report
(Form AA-201) electronically provided to the public agency by the Department, through its website,
for distribution to and completion by the contractor, in accordance with N.J.A.C. 17:27-7. The
contractor also agrees to submit a copy of the Monthly Project Workforce Report once a month
thereafter for the duration of this contract to the Department, and to the public agency compliance
officer.
The contractor agrees to cooperate with the public agency in the payment of budgeted funds, as is
necessary, for on-the-job and/or off-the job programs for outreach and training of minorities and
women.
(D) The contractor and its subcontractors shall furnish such reports or other documents to
the Department as may be requested by the Department from time to time in order to carry out the
purposes of these regulations, and public agencies shall furnish such information as may be
requested by the Department for conducting a compliance investigation pursuant to N.J.A.C. 17:27-
1.1 et seq.
IB 23 | 24
EXHIBIT B
New Jersey Anti-Discrimination Provisions
N.J.S.A. 10:2-1 et seq.
Pursuant to N.J.S.A. 10:2-1, if awarded a contract, the contractor agrees that:
a. In the hiring of persons for the performance of work under this contract or any
subcontract hereunder, or for the procurement, manufacture, assembling or furnishing of any such
materials, equipment, supplies or services to be acquired under this contract, no contractor, nor any
person acting on behalf of such contractor or subcontractor, shall, by reason of race, creed, color,
national origin, ancestry, marital status, gender identity or expression, affectional or sexual
orientation or sex, discriminate against any person who is qualified and available to perform the
work to which the employment relates;
b. No contractor, subcontractor, nor any person on his behalf shall, in any manner,
discriminate against or intimidate any employee engaged in the performance of work under this
contract or any subcontract hereunder, or engaged in the procurement, manufacture, assembling or
furnishing of any such materials, equipment, supplies or services to be acquired under such
contract, on account of race, creed, color, national origin, ancestry, marital status, gender identity or
expression, affectional or sexual orientation or sex;
c. There may be deducted from the amount payable to the contractor by the contracting
public agency, under this contract, a penalty of $50.00 for each person for each calendar day during
which such person is discriminated against or intimidated in violation of the provisions of the
contract; and
d. This contract may be canceled or terminated by the contracting public agency, and all
money due or to become due hereunder may be forfeited, for any violation of this section of the
contract occurring after notice to the contractor from the contracting public agency of any prior
violation of this section of the contract.
IB 24 | 24
EXHIBIT C
Americans with Disabilities Act of 1990
Equal Opportunity for Individuals with Disability
The contractor and the owner do hereby agree that the provisions of Title 11 of the Americans with
Disabilities Act of 1990 (the “Act”) (42 U.S.C. § 12101 et seq.), which prohibits discrimination on the
basis of disability by public entities in all services, programs, and activities provided or made
available by public entities, and the rules and regulations promulgated pursuant there unto, are
made a part of this contract. In providing any aid, benefit, or service on behalf of the owner
pursuant to this contract, the contractor agrees that the performance shall be in strict compliance
with the Act. In the event that the contractor, its agents, servants, employees, or subcontractors
violate or are alleged to have violated the Act during the performance of this contract, the contractor
shall defend the owner in any action or administrative proceeding commenced pursuant to this Act.
The contractor shall indemnify, protect, and save harmless the owner, its agents, servants, and
employees from and against any and all suits, claims, losses, demands, or damages, of whatever
kind or nature arising out of or claimed to arise out of the alleged violation. The contractor shall, at
its own expense, appear, defend, and pay any and all charges for legal services and any and all costs
and other expenses arising from such action or administrative proceeding or incurred in connection
therewith. In any and all complaints brought pursuant to the owner’s grievance procedure, the
contractor agrees to abide by any decision of the owner which is rendered pursuant to said
grievance procedure. If any action or administrative proceeding results in an award of damages
against the owner, or if the owner incurs any expense to cure a violation of the ADA which has been
brought pursuant to its grievance procedure, the contractor shall satisfy and discharge the same at
its own expense.
The owner shall, as soon as practicable after a claim has been made against it, give written notice
thereof to the contractor along with full and complete particulars of the claim, if any action or
administrative proceeding is brought against the owner or any of its agents, servants, and
employees, the owner shall expeditiously forward or have forwarded to the contractor every
demand, complaint, notice, summons, pleading, or other process received by the owner or its
representatives.
It is expressly agreed and understood that any approval by the owner of the services provided by
the contractor pursuant to this contract will not relieve the contractor of the obligation to comply
with the Act and to defend, indemnify, protect, and save harmless the owner pursuant to this
paragraph.
It is further agreed and understood that the owner assumes no obligation to indemnify or save
harmless the contractor, its agents, servants, employees and subcontractors for any claim which
may arise out of their performance of this Agreement. Furthermore, the contractor expressly
understands and agrees that the provisions of this indemnification clause shall in no way limit the
contractor’s obligations assumed in this Agreement, nor shall they be construed to relieve the
contractor from any liability, nor preclude the owner from taking any other actions available to it
under any other provisions of the Agreement or otherwise at law.
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GENERAL CONDITIONS
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Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
TOC Page 1 of 5
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1—Definitions and Terminology .......................................................................................................1
1.01
Defined Terms ..............................................................................................................................1
1.02
Terminology..................................................................................................................................6
Article 2—Preliminary Matters.....................................................................................................................7
2.01
Delivery of Performance and Payment Bonds; Evidence of Insurance.........................................7
2.02
Copies of Documents....................................................................................................................7
2.03
Before Starting Construction ........................................................................................................7
2.04
Preconstruction Conference; Designation of Authorized Representatives ..................................8
2.05
Acceptance of Schedules ..............................................................................................................8
2.06
Electronic Transmittals .................................................................................................................8
Article 3—Contract Documents: Intent, Requirements, Reuse....................................................................9
3.01
Intent ............................................................................................................................................9
3.02
Reference Standards.....................................................................................................................9
3.03
Reporting and Resolving Discrepancies......................................................................................10
3.04
Requirements of the Contract Documents.................................................................................10
3.05
Reuse of Documents...................................................................................................................11
Article 4—Commencement and Progress of the Work ..............................................................................11
4.01
Commencement of Contract Times; Notice to Proceed.............................................................11
4.02
Starting the Work .......................................................................................................................11
4.03
Reference Points.........................................................................................................................12
4.04
Progress Schedule.......................................................................................................................12
4.05
Delays in Contractor’s Progress..................................................................................................12
Article 5—Site; Subsurface and Physical Conditions; Hazardous Environmental Conditions.....................14
5.01
Availability of Lands....................................................................................................................14
5.02
Use of Site and Other Areas........................................................................................................14
5.03
Subsurface and Physical Conditions ...........................................................................................15
5.04
Differing Subsurface or Physical Conditions ...............................................................................16
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5.05
Underground Facilities................................................................................................................17
5.06
Hazardous Environmental Conditions at Site .............................................................................19
Article 6—Bonds and Insurance .................................................................................................................21
6.01
Performance, Payment, and Other Bonds..................................................................................21
6.02
Insurance—General Provisions...................................................................................................22
6.03
Contractor’s Insurance ...............................................................................................................24
6.04
Builder’s Risk and Other Property Insurance..............................................................................25
6.05
Property Losses; Subrogation.....................................................................................................25
6.06
Receipt and Application of Property Insurance Proceeds ..........................................................27
Article 7—Contractor’s Responsibilities .....................................................................................................27
7.01
Contractor’s Means and Methods of Construction ....................................................................27
7.02
Supervision and Superintendence..............................................................................................27
7.03
Labor; Working Hours.................................................................................................................27
7.04
Services, Materials, and Equipment ...........................................................................................28
7.05
“Or Equals” .................................................................................................................................28
7.06
Substitutes..................................................................................................................................29
7.07
Concerning Subcontractors and Suppliers..................................................................................31
7.08
Patent Fees and Royalties...........................................................................................................32
7.09
Permits........................................................................................................................................33
7.10
Taxes...........................................................................................................................................33
7.11
Laws and Regulations .................................................................................................................33
7.12
Record Documents .....................................................................................................................33
7.13
Safety and Protection .................................................................................................................34
7.14
Hazard Communication Programs..............................................................................................35
7.15
Emergencies................................................................................................................................35
7.16
Submittals...................................................................................................................................35
7.17
Contractor’s General Warranty and Guarantee .........................................................................38
7.18
Indemnification...........................................................................................................................39
7.19
Delegation of Professional Design Services................................................................................39
Article 8—Other Work at the Site ..............................................................................................................40
8.01
Other Work.................................................................................................................................40
8.02
Coordination...............................................................................................................................41
8.03
Legal Relationships .....................................................................................................................41
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Article 9—Owner’s Responsibilities............................................................................................................42
9.01
Communications to Contractor ..................................................................................................42
9.02
Replacement of Engineer............................................................................................................42
9.03
Furnish Data................................................................................................................................42
9.04
Pay When Due ............................................................................................................................42
9.05
Lands and Easements; Reports, Tests, and Drawings.................................................................43
9.06
Insurance ....................................................................................................................................43
9.07
Change Orders ............................................................................................................................43
9.08
Inspections, Tests, and Approvals...............................................................................................43
9.09
Limitations on Owner’s Responsibilities.....................................................................................43
9.10
Undisclosed Hazardous Environmental Condition......................................................................43
9.11
Evidence of Financial Arrangements ..........................................................................................43
9.12
Safety Programs..........................................................................................................................43
Article 10—Engineer’s Status During Construction....................................................................................44
10.01
Owner’s Representative .........................................................................................................44
10.02
Visits to Site ............................................................................................................................44
10.03
Resident Project Representative ............................................................................................44
10.04
Engineer’s Authority ...............................................................................................................44
10.05
Determinations for Unit Price Work.......................................................................................45
10.06
Decisions on Requirements of Contract Documents and Acceptability of Work ...................45
10.07
Limitations on Engineer’s Authority and Responsibilities.......................................................45
10.08
Compliance with Safety Program ...........................................................................................45
Article 11—Changes to the Contract..........................................................................................................46
11.01
Amending and Supplementing the Contract ..........................................................................46
11.02
Change Orders ........................................................................................................................46
11.03
Work Change Directives..........................................................................................................46
11.04
Field Orders ............................................................................................................................47
11.05
Owner-Authorized Changes in the Work................................................................................47
11.06
Unauthorized Changes in the Work........................................................................................47
11.07
Change of Contract Price ........................................................................................................47
11.08
Change of Contract Times.......................................................................................................49
11.09
Change Proposals....................................................................................................................49
11.10
Notification to Surety .............................................................................................................50
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11.11
Applicability of New Jersey Department of Community Affairs Regulations..........................50
Article 12—Claims ......................................................................................................................................50
12.01
Claims .....................................................................................................................................50
Article 13—Cost of the Work; Allowances; Unit Price Work ......................................................................52
13.01
Cost of the Work.....................................................................................................................52
13.02
Allowances..............................................................................................................................55
13.03
Unit Price Work.......................................................................................................................55
Article 14—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work.....................56
14.01
Access to Work .......................................................................................................................56
14.02
Tests, Inspections, and Approvals...........................................................................................56
14.03
Defective Work.......................................................................................................................57
14.04
Acceptance of Defective Work ...............................................................................................58
14.05
Uncovering Work....................................................................................................................58
14.06
Owner May Stop the Work.....................................................................................................59
14.07
Owner May Correct Defective Work ......................................................................................59
Article 15—Payments to Contractor; Set-Offs; Completion; Correction Period.........................................59
15.01
Progress Payments .................................................................................................................59
15.02
Contractor’s Warranty of Title................................................................................................63
15.03
Substantial Completion...........................................................................................................63
15.04
Partial Use or Occupancy........................................................................................................64
15.05
Final Inspection.......................................................................................................................64
15.06
Final Payment .........................................................................................................................64
15.07
Waiver of Claims.....................................................................................................................66
15.08
Correction Period....................................................................................................................66
Article 16—Suspension of Work and Termination .....................................................................................67
16.01
Owner May Suspend Work.....................................................................................................67
16.02
Owner May Terminate for Cause............................................................................................67
16.03
Owner May Terminate for Convenience ................................................................................68
16.04
Contractor May Stop Work or Terminate...............................................................................68
Article 17—Final Resolution of Disputes ....................................................................................................69
17.01
Methods and Procedures .......................................................................................................69
Article 18—Miscellaneous..........................................................................................................................70
18.01
Giving Notice...........................................................................................................................70
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18.02
Computation of Times ............................................................................................................70
18.03
Cumulative Remedies .............................................................................................................70
18.04
Limitation of Damages............................................................................................................70
18.05
No Waiver...............................................................................................................................70
18.06
Survival of Obligations ............................................................................................................70
18.07
Controlling Law.......................................................................................................................71
18.08
Assignment of Contract ..........................................................................................................71
18.09
Successors and Assigns...........................................................................................................71
18.10
Headings .................................................................................................................................71
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STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
ARTICLE 1—DEFINITIONS AND TERMINOLOGY
1.01
Defined Terms
A.
Wherever used in the Bidding Requirements or Contract Documents, a term printed with
initial capital letters, including the term’s singular and plural forms, will have the meaning
indicated in the definitions below. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and
paragraphs, and the titles of other documents or forms.
1.
Addenda—Written or graphic instruments issued prior to the opening of Bids which
clarify, correct, or change the Bidding Requirements or the proposed Contract
Documents. Notice of Addenda shall be provided in accordance with N.J.S.A. 40A:11-
23(c)(2).
2.
Agreement—The written instrument, executed by Owner and Contractor, that sets forth
the Contract Price and Contract Times, identifies the parties and the Engineer, and
designates the specific items that are Contract Documents.
3.
Application for Payment—The document prepared by Contractor, in a form acceptable to
Engineer, to request progress or final payments, and which is to be accompanied by such
supporting documentation as is required by the Contract Documents.
4.
Bid—The offer of a Bidder submitted on the prescribed form setting forth the prices for
the Work to be performed.
5.
Bidder—An individual or entity that submits a Bid to Owner.
6.
Bidding Documents—The Bidding Requirements, the proposed Contract Documents, and
all Addenda.
7.
Bidding Requirements—The Advertisement or invitation to bid, Instructions to Bidders,
Bid Bond or other Bid security, if any, the Bid Form, and the Bid with any attachments.
8.
Change Order—A document which is signed by Contractor and Owner and authorizes an
addition, deletion, or revision in the Work or an adjustment in the Contract Price or the
Contract Times, or other revision to the Contract, issued on or after the Effective Date of
the Contract.
9.
Change Proposal—A written request by Contractor, duly submitted in compliance with
the procedural requirements set forth herein, seeking an adjustment in Contract Price or
Contract Times; contesting an initial decision by Engineer concerning the requirements of
the Contract Documents or the acceptability of Work under the Contract Documents;
challenging a set-off against payments due; or seeking other relief with respect to the
terms of the Contract.
10. Claim
a.
A demand or assertion by Owner directly to Contractor, duly submitted in compliance
with the procedural requirements set forth herein, seeking an adjustment of Contract
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Price or Contract Times; contesting an initial decision by Engineer concerning the
requirements of the Contract Documents or the acceptability of Work under the
Contract Documents; contesting Engineer’s decision regarding a Change Proposal;
seeking resolution of a contractual issue that Engineer has declined to address; or
seeking other relief with respect to the terms of the Contract.
b.
A demand or assertion by Contractor directly to Owner, duly submitted in compliance
with the procedural requirements set forth herein, contesting Engineer’s decision
regarding a Change Proposal, or seeking resolution of a contractual issue that
Engineer has declined to address.
c.
A demand or assertion by Owner or Contractor, duly submitted in compliance with
the procedural requirements set forth herein, made pursuant to Paragraph 12.01.A.4,
concerning disputes arising after Engineer has issued a recommendation of final
payment.
d.
A demand for money or services by a third party is not a Claim.
11. Constituent of Concern—Asbestos, petroleum, radioactive materials, polychlorinated
biphenyls (PCBs), lead-based paint (as defined by the HUD/EPA standard), hazardous
waste, and any substance, product, waste, or other material of any nature whatsoever
that is or becomes listed, regulated, or addressed pursuant to Laws and Regulations
regulating, relating to, or imposing liability or standards of conduct concerning, any
hazardous, toxic, or dangerous waste, substance, or material.
12. Contract—The entire and integrated written contract between Owner and Contractor
concerning the Work.
13. Contract Documents—Those items so designated in the Agreement, and which together
comprise the Contract.
14. Contract Price—The money that Owner has agreed to pay Contractor for completion of
the Work in accordance with the Contract Documents.
15. Contract Times—The number of days or the dates by which Contractor shall: (a) achieve
Milestones, if any; (b) achieve Substantial Completion; and (c) complete the Work.
16. Contractor—The individual or entity with which Owner has contracted for performance
of the Work.
17. Cost of the Work—See Paragraph 13.01 for definition.
18. Drawings—The part of the Contract that graphically shows the scope, extent, and
character of the Work to be performed by Contractor.
19. Effective Date of the Contract—The date, indicated in the Agreement, on which the
Contract becomes effective.
20. Electronic
Document—Any
Project-related
correspondence,
attachments
to
correspondence, data, documents, drawings, information, or graphics, including but not
limited to Shop Drawings and other Submittals, that are in an electronic or digital format.
21. Electronic Means—Electronic mail (email), upload/download from a secure Project
website, or other communications methods that allow: (a) the transmission or
communication of Electronic Documents; (b) the documentation of transmissions,
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including sending and receipt; (c) printing of the transmitted Electronic Document by the
recipient; (d) the storage and archiving of the Electronic Document by sender and
recipient; and (e) the use by recipient of the Electronic Document for purposes permitted
by this Contract. Electronic Means does not include the use of text messaging, or of
Facebook, Twitter, Instagram, or similar social media services for transmission of
Electronic Documents.
22. Engineer—The individual or entity named as such in the Agreement.
23. Field Order—A written order issued by Engineer which requires minor changes in the
Work but does not change the Contract Price or the Contract Times.
24. Hazardous Environmental Condition—The presence at the Site of Constituents of Concern
in such quantities or circumstances that may present a danger to persons or property
exposed thereto.
a.
The presence at the Site of materials that are necessary for the execution of the Work,
or that are to be incorporated into the Work, and that are controlled and contained
pursuant to industry practices, Laws and Regulations, and the requirements of the
Contract, is not a Hazardous Environmental Condition.
b.
The presence of Constituents of Concern that are to be removed or remediated as
part of the Work is not a Hazardous Environmental Condition.
c.
The presence of Constituents of Concern as part of the routine, anticipated, and
obvious working conditions at the Site, is not a Hazardous Environmental Condition.
25. Laws and Regulations; Laws or Regulations—Any and all applicable laws, statutes, rules,
regulations, ordinances, codes, and binding decrees, resolutions, and orders of any and
all governmental bodies, agencies, authorities, and courts having jurisdiction.
26. Liens—Charges, security interests, or encumbrances upon Contract-related funds, real
property, or personal property.
27. Milestone—A principal event in the performance of the Work that the Contract requires
Contractor to achieve by an intermediate completion date, or by a time prior to
Substantial Completion of all the Work.
28. Notice of Award—The written notice by Owner to a Bidder of Owner’s acceptance of the
Bid.
29. Notice to Proceed—A written notice by Owner to Contractor fixing the date on which the
Contract Times will commence to run and on which Contractor shall start to perform the
Work.
30. Owner—The individual or entity with which Contractor has contracted regarding the
Work, and which has agreed to pay Contractor for the performance of the Work, pursuant
to the terms of the Contract.
31. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the
sequence and duration of the activities comprising Contractor’s plan to accomplish the
Work within the Contract Times.
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32. Project—The total undertaking to be accomplished for Owner by engineers, contractors,
and others, including planning, study, design, construction, testing, commissioning, and
start-up, and of which the Work to be performed under the Contract Documents is a part.
33. Resident Project Representative—The authorized representative of Engineer assigned to
assist Engineer at the Site. As used herein, the term Resident Project Representative (RPR)
includes any assistants or field staff of Resident Project Representative.
34. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and that establish the standards by which
such portion of the Work will be judged.
35. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements for Engineer’s review of the submittals.
36. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating
portions of the Contract Price to various portions of the Work and used as the basis for
reviewing Contractor’s Applications for Payment.
37. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or
information that are specifically prepared or assembled by or for Contractor and
submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether
approved or not, are not Drawings and are not Contract Documents.
38. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner
upon which the Work is to be performed, including rights-of-way and easements, and
such other lands or areas furnished by Owner which are designated for the use of
Contractor.
39. Specifications—The part of the Contract that consists of written requirements for
materials, equipment, systems, standards, and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable to the Work.
40. Subcontractor—An individual or entity having a direct contract with Contractor or with
any other Subcontractor for the performance of a part of the Work.
41. Submittal—A written or graphic document, prepared by or for Contractor, which the
Contract Documents require Contractor to submit to Engineer, or that is indicated as a
Submittal in the Schedule of Submittals accepted by Engineer. Submittals may include
Shop Drawings and Samples; schedules; product data; Owner-delegated designs;
sustainable design information; information on special procedures; testing plans; results
of tests and evaluations, source quality-control testing and inspections, and field or Site
quality-control testing and inspections; warranties and certifications; Suppliers’
instructions and reports; records of delivery of spare parts and tools; operations and
maintenance data; Project photographic documentation; record documents; and other
such documents required by the Contract Documents. Submittals, whether or not
approved or accepted by Engineer, are not Contract Documents. Change Proposals,
Change Orders, Claims, notices, Applications for Payment, and requests for interpretation
or clarification are not Submittals.
42. Substantial Completion—The time at which the Work (or a specified part thereof) has
progressed to the point where, in the opinion of Engineer, the Work (or a specified part
thereof) is sufficiently complete, in accordance with the Contract Documents, so that the
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Work (or a specified part thereof) can be utilized for the purposes for which it is intended.
The terms “substantially complete” and “substantially completed” as applied to all or part
of the Work refer to Substantial Completion of such Work.
43. Successful Bidder—The Bidder to which the Owner makes an award of contract in
accordance with the Local Public Contracts Law, N.J.S.A. 40A:11-1 et seq.
44. Supplementary Conditions—The part of the Contract that amends or supplements these
General Conditions.
45. Supplier—A manufacturer, fabricator, supplier, distributor, or vendor having a direct
contract with Contractor or with any Subcontractor to furnish materials or equipment to
be incorporated in the Work by Contractor or a Subcontractor.
46. Technical Data
a.
Those items expressly identified as Technical Data in the Supplementary Conditions,
with respect to either (1) existing subsurface conditions at or adjacent to the Site, or
existing physical conditions at or adjacent to the Site including existing surface or
subsurface
structures
(except
Underground
Facilities)
or
(2) Hazardous
Environmental Conditions at the Site.
b.
If no such express identifications of Technical Data have been made with respect to
conditions at the Site, then Technical Data is defined, with respect to conditions at
the Site under Paragraphs 5.03, 5.04, and 5.06, as the data contained in boring logs,
recorded measurements of subsurface water levels, assessments of the condition of
subsurface facilities, laboratory test results, and other factual, objective information
regarding conditions at the Site that are set forth in any geotechnical, environmental,
or other Site or facilities conditions report prepared for the Project and made
available to Contractor.
c.
Information and data regarding the presence or location of Underground Facilities
are not intended to be categorized, identified, or defined as Technical Data, and
instead Underground Facilities are shown or indicated on the Drawings.
47. Underground Facilities—All active or not-in-service underground lines, pipelines,
conduits, ducts, encasements, cables, wires, manholes, vaults, tanks, tunnels, or other
such facilities or systems at the Site, including but not limited to those facilities or systems
that produce, transmit, distribute, or convey telephone or other communications, cable
television, fiber optic transmissions, power, electricity, light, heat, gases, oil, crude oil
products, liquid petroleum products, water, steam, waste, wastewater, storm water,
other liquids or chemicals, or traffic or other control systems. An abandoned facility or
system is not an Underground Facility.
48. Unit Price Work—Work to be paid for on the basis of unit prices.
49. Work—The entire construction or the various separately identifiable parts thereof
required to be provided under the Contract Documents. Work includes and is the result
of performing or providing all labor, services, and documentation necessary to produce
such construction; furnishing, installing, and incorporating all materials and equipment
into such construction; and may include related services such as testing, start-up, and
commissioning, all as required by the Contract Documents.
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50. Work Change Directive—A written directive to Contractor issued on or after the Effective
Date of the Contract, signed by Owner and recommended by Engineer, ordering an
addition, deletion, or revision in the Work.
1.02
Terminology
A.
The words and terms discussed in Paragraphs 1.02.B, C, D, and E are not defined terms that
require initial capital letters, but, when used in the Bidding Requirements or Contract
Documents, have the indicated meaning.
B.
Intent of Certain Terms or Adjectives: The Contract Documents include the terms “as allowed,”
“as approved,” “as ordered,” “as directed” or terms of like effect or import to authorize an
exercise of professional judgment by Engineer. In addition, the adjectives “reasonable,”
“suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are
used to describe an action or determination of Engineer as to the Work. It is intended that
such exercise of professional judgment, action, or determination will be solely to evaluate, in
general, the Work for compliance with the information in the Contract Documents and with
the design concept of the Project as a functioning whole as shown or indicated in the Contract
Documents (unless there is a specific statement indicating otherwise). The use of any such
term or adjective is not intended to and shall not be effective to assign to Engineer any duty
or authority to supervise or direct the performance of the Work, or any duty or authority to
undertake responsibility contrary to the provisions of Article 10 or any other provision of the
Contract Documents.
C.
Day: The word “day” means a calendar day of 24 hours measured from midnight to the next
midnight.
D. Defective: The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
1.
does not conform to the Contract Documents;
2.
does not meet the requirements of any applicable inspection, reference standard, test,
or approval referred to in the Contract Documents; or
3.
has been damaged prior to Engineer’s recommendation of final payment (unless
responsibility for the protection thereof has been assumed by Owner at Substantial
Completion in accordance with Paragraph 15.03 or Paragraph 15.04).
E.
Furnish, Install, Perform, Provide
1.
The word “furnish,” when used in connection with services, materials, or equipment,
means to supply and deliver said services, materials, or equipment to the Site (or some
other specified location) ready for use or installation and in usable or operable condition.
2.
The word “install,” when used in connection with services, materials, or equipment,
means to put into use or place in final position said services, materials, or equipment
complete and ready for intended use.
3.
The words “perform” or “provide,” when used in connection with services, materials, or
equipment, means to furnish and install said services, materials, or equipment complete
and ready for intended use.
4.
If the Contract Documents establish an obligation of Contractor with respect to specific
services, materials, or equipment, but do not expressly use any of the four words
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“furnish,” “install,” “perform,” or “provide,” then Contractor shall furnish and install said
services, materials, or equipment complete and ready for intended use.
F.
Contract Price or Contract Times: References to a change in “Contract Price or Contract Times”
or “Contract Times or Contract Price” or similar, indicate that such change applies to
(1) Contract Price, (2) Contract Times, or (3) both Contract Price and Contract Times, as
warranted, even if the term “or both” is not expressed.
G. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2—PRELIMINARY MATTERS
2.01
Delivery of Performance and Payment Bonds; Evidence of Insurance
A.
Performance and Payment Bonds: When Contractor delivers the signed counterparts of the
Agreement to Owner, Contractor shall also deliver to Owner the performance bond and
payment bond (if the Contract requires Contractor to furnish such bonds).
B.
Evidence of Contractor’s Insurance: When Contractor delivers the signed counterparts of the
Agreement to Owner, Contractor shall also deliver to Owner, with copies to each additional
insured (as identified in the Contract), the certificates, endorsements, and other evidence of
insurance required to be provided by Contractor in accordance with Article 6, except to the
extent the Supplementary Conditions expressly establish other dates for delivery of specific
insurance policies.
C.
Evidence of Owner’s Insurance: After receipt of the signed counterparts of the Agreement and
all required bonds and insurance documentation, Owner shall promptly deliver to Contractor,
with copies to each additional insured (as identified in the Contract), the certificates and other
evidence of insurance required to be provided by Owner under Article 6.
2.02
Copies of Documents
A.
Owner shall furnish to Contractor four printed copies of the Contract (including one fully
signed counterpart of the Agreement), and one copy in electronic portable document format
(PDF). Additional printed copies will be furnished upon request at the cost of reproduction.
B.
Owner shall maintain and safeguard at least one original printed record version of the
Contract, including Drawings and Specifications signed and sealed by Engineer and other
design professionals. Owner shall make such original printed record version of the Contract
available to Contractor for review. Owner may delegate the responsibilities under this
provision to Engineer.
2.03
Before Starting Construction
A.
Preliminary Schedules: Within 10 days after the Effective Date of the Contract (or as otherwise
required by the Contract Documents), Contractor shall submit to Engineer for timely review:
1.
a preliminary Progress Schedule indicating the times (numbers of days or dates) for
starting and completing the various stages of the Work, including any Milestones
specified in the Contract;
2.
a preliminary Schedule of Submittals; and
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3.
a preliminary Schedule of Values for all of the Work which includes quantities and prices
of items which when added together equal the Contract Price and subdivides the Work
into component parts in sufficient detail to serve as the basis for progress payments
during performance of the Work. Such prices will include an appropriate amount of
overhead and profit applicable to each item of Work.
2.04
Preconstruction Conference; Designation of Authorized Representatives
A.
Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer,
and others as appropriate will be held to establish a working understanding among the parties
as to the Work, and to discuss the schedules referred to in Paragraph 2.03.A, procedures for
handling Shop Drawings, Samples, and other Submittals, processing Applications for Payment,
electronic or digital transmittals, and maintaining required records.
B.
At this conference Owner and Contractor each shall designate, in writing, a specific individual
to act as its authorized representative with respect to the services and responsibilities under
the Contract. Such individuals shall have the authority to transmit and receive information,
render decisions relative to the Contract, and otherwise act on behalf of each respective
party.
2.05
Acceptance of Schedules
A.
At least 10 days before submission of the first Application for Payment a conference, attended
by Contractor, Engineer, and others as appropriate, will be held to review the schedules
submitted in accordance with Paragraph 2.03.A. No progress payment will be made to
Contractor until acceptable schedules are submitted to Engineer.
1.
The Progress Schedule will be acceptable to Engineer if it provides an orderly progression
of the Work to completion within the Contract Times. Such acceptance will not impose
on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or
progress of the Work, nor interfere with or relieve Contractor from Contractor’s full
responsibility therefor.
2.
Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a
workable arrangement for reviewing and processing the required submittals.
3.
Contractor’s Schedule of Values will be acceptable to Engineer as to form and substance
if it provides a reasonable allocation of the Contract Price to the component parts of the
Work.
4.
If a schedule is not acceptable, Contractor will have an additional 10 days to revise and
resubmit the schedule.
2.06
Electronic Transmittals
A.
Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor
may send, and shall accept, Electronic Documents transmitted by Electronic Means.
B.
If the Contract does not establish protocols for Electronic Means, then Owner, Engineer, and
Contractor shall jointly develop such protocols.
C.
Subject to any governing protocols for Electronic Means, when transmitting Electronic
Documents by Electronic Means, the transmitting party makes no representations as to long-
term compatibility, usability, or readability of the Electronic Documents resulting from the
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recipient’s use of software application packages, operating systems, or computer hardware
differing from those used in the drafting or transmittal of the Electronic Documents.
ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE
3.01
Intent
A.
The Contract Documents are complementary; what is required by one Contract Document is
as binding as if required by all.
B.
It is the intent of the Contract Documents to describe a functionally complete Project (or part
thereof) to be constructed in accordance with the Contract Documents.
C.
Unless otherwise stated in the Contract Documents, if there is a discrepancy between the
electronic versions of the Contract Documents (including any printed copies derived from
such electronic versions) and the printed record version, the printed record version will
govern.
D. The Contract supersedes prior negotiations, representations, and agreements, whether
written or oral.
E.
Engineer will issue clarifications and interpretations of the Contract Documents as provided
herein.
F.
Any provision or part of the Contract Documents held to be void or unenforceable under any
Law or Regulation will be deemed stricken, and all remaining provisions will continue to be
valid and binding upon Owner and Contractor, which agree that the Contract Documents will
be reformed to replace such stricken provision or part thereof with a valid and enforceable
provision that comes as close as possible to expressing the intention of the stricken provision.
G. Nothing in the Contract Documents creates:
1.
any contractual relationship between Owner or Engineer and any Subcontractor,
Supplier, or other individual or entity performing or furnishing any of the Work, for the
benefit of such Subcontractor, Supplier, or other individual or entity; or
2.
any obligation on the part of Owner or Engineer to pay or to see to the payment of any
money due any such Subcontractor, Supplier, or other individual or entity, except as may
otherwise be required by Laws and Regulations.
3.02
Reference Standards
A.
Standards Specifications, Codes, Laws and Regulations
1.
Reference in the Contract Documents to standard specifications, manuals, reference
standards, or codes of any technical society, organization, or association, or to Laws or
Regulations, whether such reference be specific or by implication, means the standard
specification, manual, reference standard, code, or Laws or Regulations in effect at the
time of opening of Bids (or on the Effective Date of the Contract if there were no Bids),
except as may be otherwise specifically stated in the Contract Documents.
2.
No provision of any such standard specification, manual, reference standard, or code, and
no instruction of a Supplier, will be effective to change the duties or responsibilities of
Owner, Contractor, or Engineer from those set forth in the part of the Contract
Documents prepared by or for Engineer. No such provision or instruction shall be effective
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to assign to Owner or Engineer any duty or authority to supervise or direct the
performance of the Work, or any duty or authority to undertake responsibility
inconsistent with the provisions of the part of the Contract Documents prepared by or for
Engineer.
3.03
Reporting and Resolving Discrepancies
A.
Reporting Discrepancies
1.
Contractor’s Verification of Figures and Field Measurements: Before undertaking each
part of the Work, Contractor shall carefully study the Contract Documents, and check and
verify pertinent figures and dimensions therein, particularly with respect to applicable
field measurements. Contractor shall promptly report in writing to Engineer any conflict,
error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of,
and shall not proceed with any Work affected thereby until the conflict, error, ambiguity,
or discrepancy is resolved by a clarification or interpretation by Engineer, or by an
amendment or supplement to the Contract issued pursuant to Paragraph 11.01.
2.
Contractor’s Review of Contract Documents: If, before or during the performance of the
Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the
Contract Documents, or between the Contract Documents and (a) any applicable Law or
Regulation, (b) actual field conditions, (c) any standard specification, manual, reference
standard, or code, or (d) any instruction of any Supplier, then Contractor shall promptly
report it to Engineer in writing. Contractor shall not proceed with the Work affected
thereby (except in an emergency as required by Paragraph 7.15) until the conflict, error,
ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or
by an amendment or supplement to the Contract issued pursuant to Paragraph 11.01.
3.
Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error,
ambiguity, or discrepancy in the Contract Documents unless Contractor had actual
knowledge thereof.
B.
Resolving Discrepancies
1.
Except as may be otherwise specifically stated in the Contract Documents, the provisions
of the part of the Contract Documents prepared by or for Engineer take precedence in
resolving any conflict, error, ambiguity, or discrepancy between such provisions of the
Contract Documents and:
a.
the provisions of any standard specification, manual, reference standard, or code, or
the instruction of any Supplier (whether or not specifically incorporated by reference
as a Contract Document); or
b.
the provisions of any Laws or Regulations applicable to the performance of the Work
(unless such an interpretation of the provisions of the Contract Documents would
result in violation of such Law or Regulation).
3.04
Requirements of the Contract Documents
A.
During the performance of the Work and until final payment, Contractor and Owner shall
submit to the Engineer in writing all matters in question concerning the requirements of the
Contract Documents (sometimes referred to as requests for information or interpretation—
RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as
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possible after such matters arise. Engineer will be the initial interpreter of the requirements
of the Contract Documents, and judge of the acceptability of the Work.
B.
Engineer will, with reasonable promptness, render a written clarification, interpretation, or
decision on the issue submitted, or initiate an amendment or supplement to the Contract
Documents. Engineer’s written clarification, interpretation, or decision will be final and
binding on Contractor, unless it appeals by submitting a Change Proposal, and on Owner,
unless it appeals by filing a Claim.
C.
If a submitted matter in question concerns terms and conditions of the Contract Documents
that do not involve (1) the performance or acceptability of the Work under the Contract
Documents, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3)
other engineering or technical matters, then Engineer will promptly notify Owner and
Contractor in writing that Engineer is unable to provide a decision or interpretation. If Owner
and Contractor are unable to agree on resolution of such a matter in question, either party
may pursue resolution as provided in Article 12.
3.05
Reuse of Documents
A.
Contractor and its Subcontractors and Suppliers shall not:
1.
have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer
or its consultants, including electronic media versions, or reuse any such Drawings,
Specifications, other documents, or copies thereof on extensions of the Project or any
other project without written consent of Owner and Engineer and specific written
verification or adaptation by Engineer; or
2.
have or acquire any title or ownership rights in any other Contract Documents, reuse any
such Contract Documents for any purpose without Owner’s express written consent, or
violate any copyrights pertaining to such Contract Documents.
B.
The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein precludes Contractor from retaining copies of the Contract
Documents for record purposes.
ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK
4.01
Commencement of Contract Times; Notice to Proceed
A.
The Contract Times will commence to run on the 30th day after the Effective Date of the
Contract or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A
Notice to Proceed may be given at any time within 30 days after the Effective Date of the
Contract. In no event will the Contract Times commence to run later than the 60th day after
the day of Bid opening or the 30th day after the Effective Date of the Contract, whichever
date is earlier.
4.02
Starting the Work
A.
Contractor shall start to perform the Work on the date when the Contract Times commence
to run. No Work may be done at the Site prior to such date.
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4.03
Reference Points
A.
Owner shall provide engineering surveys to establish reference points for construction which
in Engineer’s judgment are necessary to enable Contractor to proceed with the Work.
Contractor shall be responsible for laying out the Work, shall protect and preserve the
established reference points and property monuments, and shall make no changes or
relocations without the prior written approval of Owner. Contractor shall report to Engineer
whenever any reference point or property monument is lost or destroyed or requires
relocation because of necessary changes in grades or locations, and shall be responsible for
the accurate replacement or relocation of such reference points or property monuments by
professionally qualified personnel.
4.04
Progress Schedule
A.
Contractor shall adhere to the Progress Schedule established in accordance with
Paragraph 2.05 as it may be adjusted from time to time as provided below.
1.
Contractor shall submit to Engineer for acceptance (to the extent indicated in
Paragraph 2.05) proposed adjustments in the Progress Schedule that will not result in
changing the Contract Times.
2.
Proposed adjustments in the Progress Schedule that will change the Contract Times must
be submitted in accordance with the requirements of Article 11.
B.
Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or
disagreements with Owner. No Work will be delayed or postponed pending resolution of any
disputes or disagreements, or during any appeal process, except as permitted by
Paragraph 16.04, or as Owner and Contractor may otherwise agree in writing.
4.05
Delays in Contractor’s Progress
A.
If Owner, Engineer, or anyone for whom Owner is responsible, delays, disrupts, or interferes
with the performance or progress of the Work, then Contractor shall be entitled to an
equitable adjustment in Contract Price or Contract Times.
B.
Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay,
disruption, or interference caused by or within the control of Contractor. Delay, disruption,
and interference attributable to and within the control of a Subcontractor or Supplier shall be
deemed to be within the control of Contractor.
C.
If Contractor’s performance or progress is delayed, disrupted, or interfered with by
unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those
for which they are responsible, then Contractor shall be entitled to an equitable adjustment
in Contract Times. Such an adjustment will be Contractor’s sole and exclusive remedy for the
delays, disruption, and interference described in this paragraph. Causes of delay, disruption,
or interference that may give rise to an adjustment in Contract Times under this paragraph
include but are not limited to the following:
1.
Severe and unavoidable natural catastrophes such as fires, floods, epidemics, and
earthquakes;
2.
Abnormal weather conditions;
3.
Acts or failures to act of third-party utility owners or other third-party entities (other than
those third-party utility owners or other third-party entities performing other work at or
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adjacent to the Site as arranged by or under contract with Owner, as contemplated in
Article 8); and
4.
Acts of war or terrorism.
D. Contractor’s entitlement to an adjustment of Contract Times or Contract Price is limited as
follows:
1.
Contractor’s entitlement to an adjustment of the Contract Times is conditioned on the
delay, disruption, or interference adversely affecting an activity on the critical path to
completion of the Work, as of the time of the delay, disruption, or interference.
2.
Contractor shall not be entitled to an adjustment in Contract Price for any delay,
disruption, or interference if such delay is concurrent with a delay, disruption, or
interference caused by or within the control of Contractor. Such a concurrent delay by
Contractor shall not preclude an adjustment of Contract Times to which Contractor is
otherwise entitled.
3.
Adjustments of Contract Times or Contract Price are subject to the provisions of
Article 11.
E.
Each Contractor request or Change Proposal seeking an increase in Contract Times or Contract
Price must be supplemented by supporting data that sets forth in detail the following:
1.
The circumstances that form the basis for the requested adjustment;
2.
The date upon which each cause of delay, disruption, or interference began to affect the
progress of the Work;
3.
The date upon which each cause of delay, disruption, or interference ceased to affect the
progress of the Work;
4.
The number of days’ increase in Contract Times claimed as a consequence of each such
cause of delay, disruption, or interference; and
5.
The impact on Contract Price, in accordance with the provisions of Paragraph 11.07.
Contractor shall also furnish such additional supporting documentation as Owner or Engineer
may require including, where appropriate, a revised progress schedule indicating all the
activities affected by the delay, disruption, or interference, and an explanation of the effect
of the delay, disruption, or interference on the critical path to completion of the Work.
F.
Delays, disruption, and interference to the performance or progress of the Work resulting
from the existence of a differing subsurface or physical condition, an Underground Facility
that was not shown or indicated by the Contract Documents, or not shown or indicated with
reasonable accuracy, and those resulting from Hazardous Environmental Conditions, are
governed by Article 5, together with the provisions of Paragraphs 4.05.D and 4.05.E.
G. Paragraph 8.03 addresses delays, disruption, and interference to the performance or progress
of the Work resulting from the performance of certain other work at or adjacent to the Site.
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ARTICLE 5—SITE; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL
CONDITIONS
5.01
Availability of Lands
A.
Owner shall furnish the Site. Owner shall notify Contractor in writing of any encumbrances or
restrictions not of general application but specifically related to use of the Site with which
Contractor must comply in performing the Work.
B.
Upon reasonable written request, Owner shall furnish Contractor with a current statement of
record legal title and legal description of the lands upon which permanent improvements are
to be made and Owner’s interest therein as necessary for giving notice of or filing a mechanic’s
or construction lien against such lands in accordance with applicable Laws and Regulations.
C.
Contractor shall provide for all additional lands and access thereto that may be required for
temporary construction facilities or storage of materials and equipment.
5.02
Use of Site and Other Areas
A.
Limitation on Use of Site and Other Areas
1.
Contractor shall confine construction equipment, temporary construction facilities, the
storage of materials and equipment, and the operations of workers to the Site, adjacent
areas that Contractor has arranged to use through construction easements or otherwise,
and other adjacent areas permitted by Laws and Regulations, and shall not unreasonably
encumber the Site and such other adjacent areas with construction equipment or other
materials or equipment. Contractor shall assume full responsibility for (a) damage to the
Site; (b) damage to any such other adjacent areas used for Contractor’s operations; (c)
damage to any other adjacent land or areas, or to improvements, structures, utilities, or
similar facilities located at such adjacent lands or areas; and (d) for injuries and losses
sustained by the owners or occupants of any such land or areas; provided that such
damage or injuries result from the performance of the Work or from other actions or
conduct of the Contractor or those for which Contractor is responsible.
2.
If a damage or injury claim is made by the owner or occupant of any such land or area
because of the performance of the Work, or because of other actions or conduct of the
Contractor or those for which Contractor is responsible, Contractor shall (a) take
immediate corrective or remedial action as required by Paragraph 7.13, or otherwise; (b)
promptly attempt to settle the claim as to all parties through negotiations with such
owner or occupant, or otherwise resolve the claim by arbitration or other dispute
resolution proceeding, or in a court of competent jurisdiction; and (c) to the fullest extent
permitted by Laws and Regulations, indemnify and hold harmless Owner and Engineer,
and the officers, directors, members, partners, employees, agents, consultants and
subcontractors of each and any of them, from and against any such claim, and against all
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to any claim or action, legal or equitable,
brought by any such owner or occupant against Owner, Engineer, or any other party
indemnified hereunder to the extent caused directly or indirectly, in whole or in part by,
or based upon, Contractor’s performance of the Work, or because of other actions or
conduct of the Contractor or those for which Contractor is responsible.
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B.
Removal of Debris During Performance of the Work: During the progress of the Work the
Contractor shall keep the Site and other adjacent areas free from accumulations of waste
materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish,
and other debris will conform to applicable Laws and Regulations.
C.
Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the
Work and make it ready for utilization by Owner. At the completion of the Work Contractor
shall remove from the Site and adjacent areas all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition all property not
designated for alteration by the Contract Documents.
D. Loading of Structures: Contractor shall not load nor permit any part of any structure to be
loaded in any manner that will endanger the structure, nor shall Contractor subject any part
of the Work or adjacent structures or land to stresses or pressures that will endanger them.
5.03
Subsurface and Physical Conditions
A.
Reports and Drawings: The Supplementary Conditions identify:
1.
Those reports of explorations and tests of subsurface conditions at or adjacent to the Site
that contain Technical Data;
2.
Those drawings of existing physical conditions at or adjacent to the Site, including those
drawings depicting existing surface or subsurface structures at or adjacent to the Site
(except Underground Facilities), that contain Technical Data; and
3.
Technical Data contained in such reports and drawings.
B.
Underground Facilities: Underground Facilities are shown or indicated on the Drawings,
pursuant to Paragraph 5.05, and not in the drawings referred to in Paragraph 5.03.A.
Information and data regarding the presence or location of Underground Facilities are not
intended to be categorized, identified, or defined as Technical Data.
C.
Reliance by Contractor on Technical Data: Contractor may rely upon the accuracy of the
Technical Data expressly identified in the Supplementary Conditions with respect to such
reports and drawings, but such reports and drawings are not Contract Documents. If no such
express identification has been made, then Contractor may rely upon the accuracy of the
Technical Data as defined in Paragraph 1.01.A.46.b.
D. Limitations of Other Data and Documents: Except for such reliance on Technical Data,
Contractor may not rely upon or make any claim against Owner or Engineer, or any of their
officers, directors, members, partners, employees, agents, consultants, or subcontractors,
with respect to:
1.
the completeness of such reports and drawings for Contractor’s purposes, including, but
not limited to, any aspects of the means, methods, techniques, sequences, and
procedures of construction to be employed by Contractor, and safety precautions and
programs incident thereto;
2.
other data, interpretations, opinions, and information contained in such reports or shown
or indicated in such drawings;
3.
the contents of other Site-related documents made available to Contractor, such as
record drawings from other projects at or adjacent to the Site, or Owner’s archival
documents concerning the Site; or
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4.
any Contractor interpretation of or conclusion drawn from any Technical Data or any such
other data, interpretations, opinions, or information.
5.04
Differing Subsurface or Physical Conditions
A.
Notice by Contractor: If Contractor believes that any subsurface or physical condition that is
uncovered or revealed at the Site:
1.
is of such a nature as to establish that any Technical Data on which Contractor is entitled
to rely as provided in Paragraph 5.03 is materially inaccurate;
2.
is of such a nature as to require a change in the Drawings or Specifications;
3.
differs materially from that shown or indicated in the Contract Documents; or
4.
is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
then Contractor shall, promptly after becoming aware thereof and before further disturbing
the subsurface or physical conditions or performing any Work in connection therewith (except
in an emergency as required by Paragraph 7.15), notify Owner and Engineer in writing about
such condition. Contractor shall not further disturb such condition or perform any Work in
connection therewith (except with respect to an emergency) until receipt of a written
statement permitting Contractor to do so.
B.
Engineer’s Review: After receipt of written notice as required by the preceding paragraph,
Engineer will promptly review the subsurface or physical condition in question; determine
whether it is necessary for Owner to obtain additional exploration or tests with respect to the
condition; conclude whether the condition falls within any one or more of the differing site
condition categories in Paragraph 5.04.A; obtain any pertinent cost or schedule information
from Contractor; prepare recommendations to Owner regarding the Contractor’s resumption
of Work in connection with the subsurface or physical condition in question and the need for
any change in the Drawings or Specifications; and advise Owner in writing of Engineer’s
findings, conclusions, and recommendations.
C.
Owner’s Statement to Contractor Regarding Site Condition: After receipt of Engineer’s written
findings, conclusions, and recommendations, Owner shall issue a written statement to
Contractor (with a copy to Engineer) regarding the subsurface or physical condition in
question, addressing the resumption of Work in connection with such condition, indicating
whether any change in the Drawings or Specifications will be made, and adopting or rejecting
Engineer’s written findings, conclusions, and recommendations, in whole or in part.
D. Early Resumption of Work: If at any time Engineer determines that Work in connection with
the subsurface or physical condition in question may resume prior to completion of Engineer’s
review or Owner’s issuance of its statement to Contractor, because the condition in question
has been adequately documented, and analyzed on a preliminary basis, then the Engineer
may at its discretion instruct Contractor to resume such Work.
E.
Possible Price and Times Adjustments
1.
Contractor shall be entitled to an equitable adjustment in Contract Price or Contract
Times, to the extent that the existence of a differing subsurface or physical condition, or
any related delay, disruption, or interference, causes an increase or decrease in
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Contractor’s cost of, or time required for, performance of the Work; subject, however, to
the following:
a.
Such condition must fall within any one or more of the categories described in
Paragraph 5.04.A;
b.
With respect to Work that is paid for on a unit price basis, any adjustment in Contract
Price will be subject to the provisions of Paragraph 13.03; and,
c.
Contractor’s entitlement to an adjustment of the Contract Times is subject to the
provisions of Paragraphs 4.05.D and 4.05.E.
2.
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times
with respect to a subsurface or physical condition if:
a.
Contractor knew of the existence of such condition at the time Contractor made a
commitment to Owner with respect to Contract Price and Contract Times by the
submission of a Bid or becoming bound under a negotiated contract, or otherwise;
b.
The existence of such condition reasonably could have been discovered or revealed
as a result of any examination, investigation, exploration, test, or study of the Site
and contiguous areas expressly required by the Bidding Requirements or Contract
Documents to be conducted by or for Contractor prior to Contractor’s making such
commitment; or
c.
Contractor failed to give the written notice required by Paragraph 5.04.A.
3.
If Owner and Contractor agree regarding Contractor’s entitlement to and the amount or
extent of any adjustment in the Contract Price or Contract Times, then any such
adjustment will be set forth in a Change Order.
4.
Contractor may submit a Change Proposal regarding its entitlement to or the amount or
extent of any adjustment in the Contract Price or Contract Times, no later than 30 days
after Owner’s issuance of the Owner’s written statement to Contractor regarding the
subsurface or physical condition in question.
F.
Underground Facilities; Hazardous Environmental Conditions: Paragraph 5.05 governs rights
and responsibilities regarding the presence or location of Underground Facilities.
Paragraph 5.06 governs rights and responsibilities regarding Hazardous Environmental
Conditions. The provisions of Paragraphs 5.03 and 5.04 are not applicable to the presence or
location of Underground Facilities, or to Hazardous Environmental Conditions.
5.05
Underground Facilities
A.
Contractor’s Responsibilities: Unless it is otherwise expressly provided in the Supplementary
Conditions, the cost of all of the following are included in the Contract Price, and Contractor
shall have full responsibility for:
1.
reviewing and checking all information and data regarding existing Underground Facilities
at the Site;
2.
complying with applicable state and local utility damage prevention Laws and
Regulations;
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3.
verifying the actual location of those Underground Facilities shown or indicated in the
Contract Documents as being within the area affected by the Work, by exposing such
Underground Facilities during the course of construction;
4.
coordination of the Work with the owners (including Owner) of such Underground
Facilities, during construction; and
5.
the safety and protection of all existing Underground Facilities at the Site, and repairing
any damage thereto resulting from the Work.
B.
Notice by Contractor: If Contractor believes that an Underground Facility that is uncovered or
revealed at the Site was not shown or indicated on the Drawings, or was not shown or
indicated on the Drawings with reasonable accuracy, then Contractor shall, promptly after
becoming aware thereof and before further disturbing conditions affected thereby or
performing any Work in connection therewith (except in an emergency as required by
Paragraph 7.15), notify Owner and Engineer in writing regarding such Underground Facility.
C.
Engineer’s Review: Engineer will:
1.
promptly review the Underground Facility and conclude whether such Underground
Facility was not shown or indicated on the Drawings, or was not shown or indicated with
reasonable accuracy;
2.
identify and communicate with the owner of the Underground Facility; prepare
recommendations to Owner (and if necessary issue any preliminary instructions to
Contractor) regarding the Contractor’s resumption of Work in connection with the
Underground Facility in question;
3.
obtain any pertinent cost or schedule information from Contractor; determine the extent,
if any, to which a change is required in the Drawings or Specifications to reflect and
document the consequences of the existence or location of the Underground Facility; and
4.
advise Owner in writing of Engineer’s findings, conclusions, and recommendations.
During such time, Contractor shall be responsible for the safety and protection of such
Underground Facility.
D. Owner’s Statement to Contractor Regarding Underground Facility: After receipt of Engineer’s
written findings, conclusions, and recommendations, Owner shall issue a written statement
to Contractor (with a copy to Engineer) regarding the Underground Facility in question
addressing the resumption of Work in connection with such Underground Facility, indicating
whether any change in the Drawings or Specifications will be made, and adopting or rejecting
Engineer’s written findings, conclusions, and recommendations in whole or in part.
E.
Early Resumption of Work: If at any time Engineer determines that Work in connection with
the Underground Facility may resume prior to completion of Engineer’s review or Owner’s
issuance of its statement to Contractor, because the Underground Facility in question and
conditions affected by its presence have been adequately documented, and analyzed on a
preliminary basis, then the Engineer may at its discretion instruct Contractor to resume such
Work.
F.
Possible Price and Times Adjustments
1.
Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract
Times, to the extent that any existing Underground Facility at the Site that was not shown
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or indicated on the Drawings, or was not shown or indicated with reasonable accuracy,
or any related delay, disruption, or interference, causes an increase or decrease in
Contractor’s cost of, or time required for, performance of the Work; subject, however, to
the following:
a.
With respect to Work that is paid for on a unit price basis, any adjustment in Contract
Price will be subject to the provisions of Paragraph 13.03;
b.
Contractor’s entitlement to an adjustment of the Contract Times is subject to the
provisions of Paragraphs 4.05.D and 4.05.E; and
c.
Contractor gave the notice required in Paragraph 5.05.B.
2.
If Owner and Contractor agree regarding Contractor’s entitlement to and the amount or
extent of any adjustment in the Contract Price or Contract Times, then any such
adjustment will be set forth in a Change Order.
3.
Contractor may submit a Change Proposal regarding its entitlement to or the amount or
extent of any adjustment in the Contract Price or Contract Times, no later than 30 days
after Owner’s issuance of the Owner’s written statement to Contractor regarding the
Underground Facility in question.
4.
The information and data shown or indicated on the Drawings with respect to existing
Underground Facilities at the Site is based on information and data (a) furnished by the
owners of such Underground Facilities, or by others, (b) obtained from available records,
or (c) gathered in an investigation conducted in accordance with the current edition of
ASCE 38, Standard Guideline for the Collection and Depiction of Existing Subsurface Utility
Data, by the American Society of Civil Engineers. If such information or data is incorrect
or incomplete, Contractor’s remedies are limited to those set forth in this
Paragraph 5.05.F.
5.06
Hazardous Environmental Conditions at Site
A.
Reports and Drawings: The Supplementary Conditions identify:
1.
those reports known to Owner relating to Hazardous Environmental Conditions that have
been identified at or adjacent to the Site;
2.
drawings known to Owner relating to Hazardous Environmental Conditions that have
been identified at or adjacent to the Site; and
3.
Technical Data contained in such reports and drawings.
B.
Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy
of the Technical Data expressly identified in the Supplementary Conditions with respect to
such reports and drawings, but such reports and drawings are not Contract Documents. If no
such express identification has been made, then Contractor may rely on the accuracy of the
Technical Data as defined in Paragraph 1.01.A.46.b. Except for such reliance on Technical
Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of
their officers, directors, members, partners, employees, agents, consultants, or
subcontractors, with respect to:
1.
the completeness of such reports and drawings for Contractor’s purposes, including, but
not limited to, any aspects of the means, methods, techniques, sequences and procedures
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of construction to be employed by Contractor, and safety precautions and programs
incident thereto;
2.
other data, interpretations, opinions, and information contained in such reports or shown
or indicated in such drawings; or
3.
any Contractor interpretation of or conclusion drawn from any Technical Data or any such
other data, interpretations, opinions or information.
C.
Contractor shall not be responsible for removing or remediating any Hazardous
Environmental Condition encountered, uncovered, or revealed at the Site unless such
removal or remediation is expressly identified in the Contract Documents to be within the
scope of the Work.
D. Contractor shall be responsible for controlling, containing, and duly removing all Constituents
of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for
whom Contractor is responsible, and for any associated costs; and for the costs of removing
and remediating any Hazardous Environmental Condition created by the presence of any such
Constituents of Concern.
E.
If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose
removal or remediation is not expressly identified in the Contract Documents as being within
the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates
a Hazardous Environmental Condition, then Contractor shall immediately: (1) secure or
otherwise isolate such condition; (2) stop all Work in connection with such condition and in
any area affected thereby (except in an emergency as required by Paragraph 7.15); and (3)
notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner
shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified
expert to evaluate such condition or take corrective action, if any. Promptly after consulting
with Engineer, Owner shall take such actions as are necessary to permit Owner to timely
obtain required permits and provide Contractor the written notice required by
Paragraph 5.06.F. If Contractor or anyone for whom Contractor is responsible created the
Hazardous Environmental Condition in question, then Owner may remove and remediate the
Hazardous Environmental Condition, and impose a set-off against payments to account for
the associated costs.
F.
Contractor shall not resume Work in connection with such Hazardous Environmental
Condition or in any affected area until after Owner has obtained any required permits related
thereto, and delivered written notice to Contractor either (1) specifying that such condition
and any affected area is or has been rendered safe for the resumption of Work, or (2)
specifying any special conditions under which such Work may be resumed safely.
G. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any,
of any adjustment in Contract Price or Contract Times, as a result of such Work stoppage, such
special conditions under which Work is agreed to be resumed by Contractor, or any costs or
expenses incurred in response to the Hazardous Environmental Condition, then within 30
days of Owner’s written notice regarding the resumption of Work, Contractor may submit a
Change Proposal, or Owner may impose a set-off. Entitlement to any such adjustment is
subject to the provisions of Paragraphs 4.05.D, 4.05.E, 11.07, and 11.08.
H. If, after receipt of such written notice, Contractor does not agree to resume such Work based
on a reasonable belief it is unsafe, or does not agree to resume such Work under such special
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conditions, then Owner may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work, following the contractual change procedures in
Article 11. Owner may have such deleted portion of the Work performed by Owner’s own
forces or others in accordance with Article 8.
I.
To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold
harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members,
partners, employees, agents, consultants, and subcontractors of each and any of them, from
and against all claims, costs, losses, and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other professionals, and all court, arbitration,
or other dispute resolution costs) arising out of or relating to a Hazardous Environmental
Condition, provided that such Hazardous Environmental Condition (1) was not shown or
indicated in the Drawings, Specifications, or other Contract Documents, identified as
Technical Data entitled to limited reliance pursuant to Paragraph 5.06.B, or identified in the
Contract Documents to be included within the scope of the Work, and (2) was not created by
Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.I
obligates Owner to indemnify any individual or entity from and against the consequences of
that individual’s or entity’s own negligence.
J.
To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless Owner and Engineer, and the officers, directors, members, partners, employees,
agents, consultants, and subcontractors of each and any of them, from and against all claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to the failure to control, contain, or remove a
Constituent of Concern brought to the Site by Contractor or by anyone for whom Contractor
is responsible, or to a Hazardous Environmental Condition created by Contractor or by anyone
for whom Contractor is responsible. Nothing in this Paragraph 5.06.J obligates Contractor to
indemnify any individual or entity from and against the consequences of that individual’s or
entity’s own negligence.
K.
The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents
of Concern or to a Hazardous Environmental Condition uncovered or revealed at the Site.
ARTICLE 6—BONDS AND INSURANCE
6.01
Performance, Payment, and Other Bonds
A.
Contractor shall furnish a performance bond and a payment bond, each in an amount at least
equal to the Contract Price, as security for the faithful performance and payment of
Contractor’s obligations under the Contract. These bonds must remain in effect until one year
after the date when final payment becomes due or until completion of the correction period
specified in Paragraph 15.08, whichever is later, except as provided otherwise by Laws or
Regulations, the terms of a prescribed bond form, the Supplementary Conditions, or other
provisions of the Contract.
B.
Contractor shall also furnish such other bonds (if any) as are required by the Supplementary
Conditions or other provisions of the Contract.
C.
All bonds must be in the form included in the Bidding Documents or otherwise specified by
Owner prior to execution of the Contract, except as provided otherwise by Laws or
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Regulations, and must be issued and signed by a surety named in “Companies Holding
Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable
Reinsuring Companies” as published in Department Circular 570 (as amended and
supplemented) by the Bureau of the Fiscal Service, U.S. Department of the Treasury. A bond
signed by an agent or attorney-in-fact must be accompanied by a certified copy of that
individual’s authority to bind the surety. The evidence of authority must show that it is
effective on the date the agent or attorney-in-fact signed the accompanying bond.
D. Contractor shall obtain the required bonds from surety companies that are duly licensed or
authorized, in the state or jurisdiction in which the Project is located, to issue bonds in the
required amounts.
E.
If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or
the surety ceases to meet the requirements above, then Contractor shall promptly notify
Owner and Engineer in writing and shall, within 20 days after the event giving rise to such
notification, provide another bond and surety, both of which must comply with the bond and
surety requirements above.
F.
If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from
the Site and exercise Owner’s termination rights under Article 16.
G. Upon request to Owner from any Subcontractor, Supplier, or other person or entity claiming
to have furnished labor, services, materials, or equipment used in the performance of the
Work, Owner shall provide a copy of the payment bond to such person or entity.
H. Upon request to Contractor from any Subcontractor, Supplier, or other person or entity
claiming to have furnished labor, services, materials, or equipment used in the performance
of the Work, Contractor shall provide a copy of the payment bond to such person or entity.
6.02
Insurance—General Provisions
A.
Owner and Contractor shall obtain and maintain insurance as required in this article and in
the Supplementary Conditions.
B.
All insurance required by the Contract to be purchased and maintained by Owner or
Contractor shall be obtained from insurance companies that are duly licensed or authorized
in the state or jurisdiction in which the Project is located to issue insurance policies for the
required limits and coverages. Unless a different standard is indicated in the Supplementary
Conditions, all companies that provide insurance policies required under this Contract shall
have an A.M. Best rating of A-VII or better.
C.
Alternative forms of insurance coverage, including but not limited to self-insurance and
“Occupational Accident and Excess Employer’s Indemnity Policies,” are not sufficient to meet
the insurance requirements of this Contract, unless expressly allowed in the Supplementary
Conditions.
D. Contractor shall deliver to Owner, with copies to each additional insured identified in the
Contract, certificates of insurance and endorsements establishing that Contractor has
obtained and is maintaining the policies and coverages required by the Contract. Upon
request by Owner or any other insured, Contractor shall also furnish other evidence of such
required insurance, including but not limited to copies of policies, documentation of
applicable self-insured retentions (if allowed) and deductibles, full disclosure of all relevant
exclusions, and evidence of insurance required to be purchased and maintained by
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Subcontractors or Suppliers. In any documentation furnished under this provision, Contractor,
Subcontractors, and Suppliers may block out (redact) (1) any confidential premium or pricing
information and (2) any wording specific to a project or jurisdiction other than those
applicable to this Contract.
E.
Owner shall deliver to Contractor, with copies to each additional insured identified in the
Contract, certificates of insurance and endorsements establishing that Owner has obtained
and is maintaining the policies and coverages required of Owner by the Contract (if any). Upon
request by Contractor or any other insured, Owner shall also provide other evidence of such
required insurance (if any), including but not limited to copies of policies, documentation of
applicable self-insured retentions (if allowed) and deductibles, and full disclosure of all
relevant exclusions. In any documentation furnished under this provision, Owner may block
out (redact) (1) any confidential premium or pricing information and (2) any wording specific
to a project or jurisdiction other than those relevant to this Contract.
F.
Failure of Owner or Contractor to demand such certificates or other evidence of the other
party’s full compliance with these insurance requirements, or failure of Owner or Contractor
to identify a deficiency in compliance from the evidence provided, will not be construed as a
waiver of the other party’s obligation to obtain and maintain such insurance.
G. In addition to the liability insurance required to be provided by Contractor, the Owner, at
Owner’s option, may purchase and maintain Owner’s own liability insurance. Owner’s liability
policies, if any, operate separately and independently from policies required to be provided
by Contractor, and Contractor cannot rely upon Owner’s liability policies for any of
Contractor’s obligations to the Owner, Engineer, or third parties.
H. Contractor shall require:
1.
Subcontractors to purchase and maintain worker’s compensation, commercial general
liability, and other insurance that is appropriate for their participation in the Project, and
to name as additional insureds Owner and Engineer (and any other individuals or entities
identified in the Supplementary Conditions as additional insureds on Contractor’s liability
policies) on each Subcontractor’s commercial general liability insurance policy; and
2.
Suppliers to purchase and maintain insurance that is appropriate for their participation in
the Project.
I.
If either party does not purchase or maintain the insurance required of such party by the
Contract, such party shall notify the other party in writing of such failure to purchase prior to
the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
J.
If Contractor has failed to obtain and maintain required insurance, Contractor’s entitlement
to enter or remain at the Site will end immediately, and Owner may impose an appropriate
set-off against payment for any associated costs (including but not limited to the cost of
purchasing necessary insurance coverage), and exercise Owner’s termination rights under
Article 16.
K.
Without prejudice to any other right or remedy, if a party has failed to obtain required
insurance, the other party may elect (but is in no way obligated) to obtain equivalent
insurance to protect such other party’s interests at the expense of the party who was required
to provide such coverage, and the Contract Price will be adjusted accordingly.
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L.
Owner does not represent that insurance coverage and limits established in this Contract
necessarily will be adequate to protect Contractor or Contractor’s interests. Contractor is
responsible for determining whether such coverage and limits are adequate to protect its
interests, and for obtaining and maintaining any additional insurance that Contractor deems
necessary.
M. The insurance and insurance limits required herein will not be deemed as a limitation on
Contractor’s liability, or that of its Subcontractors or Suppliers, under the indemnities granted
to Owner and other individuals and entities in the Contract or otherwise.
N. All the policies of insurance required to be purchased and maintained under this Contract will
contain a provision or endorsement that the coverage afforded will not be canceled, or
renewal refused, until at least 10 days prior written notice has been given to the purchasing
policyholder. Within three days of receipt of any such written notice, the purchasing
policyholder shall provide a copy of the notice to each other insured and Engineer.
6.03
Contractor’s Insurance
A.
Required Insurance: Contractor shall purchase and maintain Worker’s Compensation,
Commercial General Liability, and other insurance pursuant to the specific requirements of
the Supplementary Conditions.
B.
General Provisions: The policies of insurance required by this Paragraph 6.03 as supplemented
must:
1.
include at least the specific coverages required;
2.
be written for not less than the limits provided, or those required by Laws or Regulations,
whichever is greater;
3.
remain in effect at least until the Work is complete (as set forth in Paragraph 15.06.D),
and longer if expressly required elsewhere in this Contract, and at all times thereafter
when Contractor may be correcting, removing, or replacing defective Work as a warranty
or correction obligation, or otherwise, or returning to the Site to conduct other tasks
arising from the Contract;
4.
apply with respect to the performance of the Work, whether such performance is by
Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed
by any of them to perform any of the Work, or by anyone for whose acts any of them may
be liable; and
5.
include all necessary endorsements to support the stated requirements.
C.
Additional Insureds: The Contractor’s commercial general liability, automobile liability,
employer’s liability, umbrella or excess, pollution liability, and unmanned aerial vehicle
liability policies, if required by this Contract, must:
1.
include and list as additional insureds Owner and Engineer, and any individuals or entities
identified as additional insureds in the Supplementary Conditions;
2.
include coverage for the respective officers, directors, members, partners, employees,
and consultants of all such additional insureds;
3.
afford primary coverage to these additional insureds for all claims covered thereby
(including as applicable those arising from both ongoing and completed operations);
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4.
not seek contribution from insurance maintained by the additional insured; and
5.
as to commercial general liability insurance, apply to additional insureds with respect to
liability caused in whole or in part by Contractor’s acts or omissions, or the acts and
omissions of those working on Contractor’s behalf, in the performance of Contractor’s
operations.
6.04
Builder’s Risk and Other Property Insurance
A.
Builder’s Risk: Unless otherwise provided in the Supplementary Conditions, Contractor shall
purchase and maintain builder’s risk insurance upon the Work on a completed value basis, in
the amount of the Work’s full insurable replacement cost (subject to such deductible amounts
as may be provided in the Supplementary Conditions or required by Laws and Regulations).
The specific requirements applicable to the builder’s risk insurance are set forth in the
Supplementary Conditions.
B.
Property Insurance for Facilities of Owner Where Work Will Occur: Owner is responsible for
obtaining and maintaining property insurance covering each existing structure, building, or
facility in which any part of the Work will occur, or to which any part of the Work will attach
or be adjoined. Such property insurance will be written on a special perils (all-risk) form, on a
replacement cost basis, providing coverage consistent with that required for the builder’s risk
insurance, and will be maintained until the Work is complete, as set forth in
Paragraph 15.06.D.
C.
Property Insurance for Substantially Complete Facilities: Promptly after Substantial
Completion, and before actual occupancy or use of the substantially completed Work, Owner
will obtain property insurance for such substantially completed Work, and maintain such
property insurance at least until the Work is complete, as set forth in Paragraph 15.06.D. Such
property insurance will be written on a special perils (all-risk) form, on a replacement cost
basis, and provide coverage consistent with that required for the builder’s risk insurance. The
builder’s risk insurance may terminate upon written confirmation of Owner’s procurement of
such property insurance.
D. Partial Occupancy or Use by Owner: If Owner will occupy or use a portion or portions of the
Work prior to Substantial Completion of all the Work, as provided in Paragraph 15.04, then
Owner (directly, if it is the purchaser of the builder’s risk policy, or through Contractor) will
provide advance notice of such occupancy or use to the builder’s risk insurer, and obtain an
endorsement consenting to the continuation of coverage prior to commencing such partial
occupancy or use.
E.
Insurance of Other Property; Additional Insurance: If the express insurance provisions of the
Contract do not require or address the insurance of a property item or interest, then the entity
or individual owning such property item will be responsible for insuring it. If Contractor elects
to obtain other special insurance to be included in or supplement the builder’s risk or property
insurance policies provided under this Paragraph 6.04, it may do so at Contractor’s expense.
6.05
Property Losses; Subrogation
A.
The builder’s risk insurance policy purchased and maintained in accordance with
Paragraph 6.04 (or an installation floater policy if authorized by the Supplementary
Conditions), will contain provisions to the effect that in the event of payment of any loss or
damage the insurer will have no rights of recovery against any insureds thereunder, or against
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Engineer or its consultants, or their officers, directors, members, partners, employees, agents,
consultants, or subcontractors.
1.
Owner and Contractor waive all rights against each other and the respective officers,
directors, members, partners, employees, agents, consultants, and subcontractors of
each and any of them, for all losses and damages caused by, arising out of, or resulting
from any of the perils, risks, or causes of loss covered by such policies and any other
property insurance applicable to the Work; and, in addition, waive all such rights against
Engineer, its consultants, all individuals or entities identified in the Supplementary
Conditions as builder’s risk or installation floater insureds, and the officers, directors,
members, partners, employees, agents, consultants, and subcontractors of each and any
of them, under such policies for losses and damages so caused.
2.
None of the above waivers extends to the rights that any party making such waiver may
have to the proceeds of insurance held by Owner or Contractor as trustee or fiduciary, or
otherwise payable under any policy so issued.
B.
Any property insurance policy maintained by Owner covering any loss, damage, or
consequential loss to Owner’s existing structures, buildings, or facilities in which any part of
the Work will occur, or to which any part of the Work will attach or adjoin; to adjacent
structures, buildings, or facilities of Owner; or to part or all of the completed or substantially
completed Work, during partial occupancy or use pursuant to Paragraph 15.04, after
Substantial Completion pursuant to Paragraph 15.03, or after final payment pursuant to
Paragraph 15.06, will contain provisions to the effect that in the event of payment of any loss
or damage the insurer will have no rights of recovery against any insureds thereunder, or
against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners,
employees, agents, consultants, or subcontractors of each and any of them, and that the
insured is allowed to waive the insurer’s rights of subrogation in a written contract executed
prior to the loss, damage, or consequential loss.
1.
Owner waives all rights against Contractor, Subcontractors, and Engineer, and the
officers,
directors,
members,
partners,
employees,
agents,
consultants
and
subcontractors of each and any of them, for all losses and damages caused by, arising out
of, or resulting from fire or any of the perils, risks, or causes of loss covered by such
policies.
C.
The waivers in this Paragraph 6.05 include the waiver of rights due to business interruption,
loss of use, or other consequential loss extending beyond direct physical loss or damage to
Owner’s property or the Work caused by, arising out of, or resulting from fire or other insured
peril, risk, or cause of loss.
D. Contractor shall be responsible for assuring that each Subcontract contains provisions
whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or
entities identified in the Supplementary Conditions as insureds, the Engineer and its
consultants, and the officers, directors, members, partners, employees, agents, consultants,
and subcontractors of each and any of them, for all losses and damages caused by, arising out
of, relating to, or resulting from fire or other peril, risk, or cause of loss covered by builder’s
risk insurance, installation floater, and any other property insurance applicable to the Work.
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6.06
Receipt and Application of Property Insurance Proceeds
A.
Any insured loss under the builder’s risk and other policies of property insurance required by
Paragraph 6.04 will be adjusted and settled with the named insured that purchased the policy.
Such named insured shall act as fiduciary for the other insureds, and give notice to such other
insureds that adjustment and settlement of a claim is in progress. Any other insured may state
its position regarding a claim for insured loss in writing within 15 days after notice of such
claim.
B.
Proceeds for such insured losses may be made payable by the insurer either jointly to multiple
insureds, or to the named insured that purchased the policy in its own right and as fiduciary
for other insureds, subject to the requirements of any applicable mortgage clause. A named
insured receiving insurance proceeds under the builder’s risk and other policies of insurance
required by Paragraph 6.04 shall maintain such proceeds in a segregated account, and
distribute such proceeds in accordance with such agreement as the parties in interest may
reach, or as otherwise required under the dispute resolution provisions of this Contract or
applicable Laws and Regulations.
C.
If no other special agreement is reached, Contractor shall repair or replace the damaged
Work, using allocated insurance proceeds.
ARTICLE 7—CONTRACTOR’S RESPONSIBILITIES
7.01
Contractor’s Means and Methods of Construction
A.
Contractor shall be solely responsible for the means, methods, techniques, sequences, and
procedures of construction.
B.
If the Contract Documents note, or Contractor determines, that professional engineering or
other design services are needed to carry out Contractor’s responsibilities for construction
means, methods, techniques, sequences, and procedures, or for Site safety, then Contractor
shall cause such services to be provided by a properly licensed design professional, at
Contractor’s expense. Such services are not Owner-delegated professional design services
under this Contract, and neither Owner nor Engineer has any responsibility with respect to
(1) Contractor’s determination of the need for such services, (2) the qualifications or licensing
of the design professionals retained or employed by Contractor, (3) the performance of such
services, or (4) any errors, omissions, or defects in such services.
7.02
Supervision and Superintendence
A.
Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform
the Work in accordance with the Contract Documents.
B.
At all times during the progress of the Work, Contractor shall assign a competent resident
superintendent who will not be replaced without written notice to Owner and Engineer
except under extraordinary circumstances.
7.03
Labor; Working Hours
A.
Contractor shall provide competent, suitably qualified personnel to survey and lay out the
Work and perform construction as required by the Contract Documents. Contractor shall
maintain good discipline and order at the Site.
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B.
Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of
Contractor’s employees; of Suppliers and Subcontractors, and their employees; and of any
other individuals or entities performing or furnishing any of the Work, just as Contractor is
responsible for Contractor’s own acts and omissions.
C.
Except as otherwise required for the safety or protection of persons or the Work or property
at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all
Work at the Site will be performed during regular working hours, Monday through Friday.
Contractor will not perform Work on a Saturday, Sunday, or any legal holiday. Contractor may
perform Work outside regular working hours or on Saturdays, Sundays, or legal holidays only
with Owner’s written consent, which will not be unreasonably withheld.
7.04
Services, Materials, and Equipment
A.
Unless otherwise specified in the Contract Documents, Contractor shall provide and assume
full responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water,
sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, testing, start up, and completion of the Work, whether or not such items are
specifically called for in the Contract Documents.
B.
All materials and equipment incorporated into the Work must be new and of good quality,
except as otherwise provided in the Contract Documents. All special warranties and
guarantees required by the Specifications will expressly run to the benefit of Owner. If
required by Engineer, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
C.
All materials and equipment must be stored, applied, installed, connected, erected,
protected, used, cleaned, and conditioned in accordance with instructions of the applicable
Supplier, except as otherwise may be provided in the Contract Documents.
7.05
“Or Equals”
A.
Contractor’s Request; Governing Criteria: Whenever an item of equipment or material is
specified or described in the Contract Documents by using the names of one or more
proprietary items or specific Suppliers, the Contract Price has been based upon Contractor
furnishing such item as specified. The specification or description of such an item is intended
to establish the type, function, appearance, and quality required. Unless the specification or
description contains or is followed by words reading that no like, equivalent, or “or equal”
item is permitted, Contractor may request that Engineer authorize the use of other items of
equipment or material, or items from other proposed Suppliers, under the circumstances
described below.
1.
If Engineer in its sole discretion determines that an item of equipment or material
proposed by Contractor is functionally equal to that named and sufficiently similar so that
no change in related Work will be required, Engineer will deem it an “or equal” item. For
the purposes of this paragraph, a proposed item of equipment or material will be
considered functionally equal to an item so named if:
a.
in the exercise of reasonable judgment Engineer determines that the proposed item:
1)
is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2)
will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole;
3)
has a proven record of performance and availability of responsive service; and
4)
is not objectionable to Owner.
b.
Contractor certifies that, if the proposed item is approved and incorporated into the
Work:
1)
there will be no increase in cost to the Owner or increase in Contract Times; and
2)
the item will conform substantially to the detailed requirements of the item
named in the Contract Documents.
B.
Contractor’s Expense: Contractor shall provide all data in support of any proposed “or equal”
item at Contractor’s expense.
C.
Engineer’s Evaluation and Determination: Engineer will be allowed a reasonable time to
evaluate each “or-equal” request. Engineer may require Contractor to furnish additional data
about the proposed “or-equal” item. Engineer will be the sole judge of acceptability. No “or-
equal” item will be ordered, furnished, installed, or utilized until Engineer’s review is complete
and Engineer determines that the proposed item is an “or-equal,” which will be evidenced by
an approved Shop Drawing or other written communication. Engineer will advise Contractor
in writing of any negative determination.
D. Effect of Engineer’s Determination: Neither approval nor denial of an “or-equal” request will
result in any change in Contract Price. The Engineer’s denial of an “or-equal” request will be
final and binding, and may not be reversed through an appeal under any provision of the
Contract.
E.
Treatment as a Substitution Request: If Engineer determines that an item of equipment or
material proposed by Contractor does not qualify as an “or-equal” item, Contractor may
request that Engineer consider the item a proposed substitute pursuant to Paragraph 7.06.
7.06
Substitutes
A.
Contractor’s Request; Governing Criteria: Unless the specification or description of an item of
equipment or material required to be furnished under the Contract Documents contains or is
followed by words reading that no substitution is permitted, Contractor may request that
Engineer authorize the use of other items of equipment or material under the circumstances
described below. To the extent possible such requests must be made before commencement
of related construction at the Site.
1.
Contractor shall submit sufficient information as provided below to allow Engineer to
determine if the item of material or equipment proposed is functionally equivalent to that
named and an acceptable substitute therefor. Engineer will not accept requests for
review of proposed substitute items of equipment or material from anyone other than
Contractor.
2.
The requirements for review by Engineer will be as set forth in Paragraph 7.06.B, as
supplemented by the Specifications, and as Engineer may decide is appropriate under the
circumstances.
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3.
Contractor shall make written application to Engineer for review of a proposed substitute
item of equipment or material that Contractor seeks to furnish or use. The application:
a.
will certify that the proposed substitute item will:
1)
perform adequately the functions and achieve the results called for by the
general design;
2)
be similar in substance to the item specified; and
3)
be suited to the same use as the item specified.
b.
will state:
1)
the extent, if any, to which the use of the proposed substitute item will
necessitate a change in Contract Times;
2)
whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with Owner for other work on the Project) to adapt the design to the proposed
substitute item; and
3)
whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty.
c.
will identify:
1)
all variations of the proposed substitute item from the item specified; and
2)
available engineering, sales, maintenance, repair, and replacement services.
d.
will contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including but not limited to changes in
Contract Price, shared savings, costs of redesign, and claims of other contractors
affected by any resulting change.
B.
Engineer’s Evaluation and Determination: Engineer will be allowed a reasonable time to
evaluate each substitute request, and to obtain comments and direction from Owner.
Engineer may require Contractor to furnish additional data about the proposed substitute
item. Engineer will be the sole judge of acceptability. No substitute will be ordered, furnished,
installed, or utilized until Engineer’s review is complete and Engineer determines that the
proposed item is an acceptable substitute. Engineer’s determination will be evidenced by a
Field Order or a proposed Change Order accounting for the substitution itself and all related
impacts, including changes in Contract Price or Contract Times. Engineer will advise
Contractor in writing of any negative determination.
C.
Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a special
performance guarantee or other surety with respect to any substitute.
D. Reimbursement of Engineer’s Cost: Engineer will record Engineer’s costs in evaluating a
substitute proposed or submitted by Contractor. Whether or not Engineer approves a
substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the
reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall
also reimburse Owner for the reasonable charges of Engineer for making changes in the
Contract Documents (or in the provisions of any other direct contract with Owner) resulting
from the acceptance of each proposed substitute.
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E.
Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute
at Contractor’s expense.
F.
Effect of Engineer’s Determination: If Engineer approves the substitution request, Contractor
shall execute the proposed Change Order and proceed with the substitution. The Engineer’s
denial of a substitution request will be final and binding, and may not be reversed through an
appeal under any provision of the Contract. Contractor may challenge the scope of
reimbursement costs imposed under Paragraph 7.06.D, by timely submittal of a Change
Proposal.
7.07
Concerning Subcontractors and Suppliers
A.
Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work.
Such Subcontractors and Suppliers must be acceptable to Owner. The Contractor’s retention
of a Subcontractor or Supplier for the performance of parts of the Work will not relieve
Contractor’s obligation to Owner to perform and complete the Work in accordance with the
Contract Documents.
B.
Contractor shall retain specific Subcontractors and Suppliers for the performance of
designated parts of the Work if required by the Contract to do so.
C.
Subsequent to the submittal of Contractor’s Bid or final negotiation of the terms of the
Contract, Owner may not require Contractor to retain any Subcontractor or Supplier to furnish
or perform any of the Work against which Contractor has reasonable objection.
D. Prior to entry into any binding subcontract or purchase order, Contractor shall submit to
Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already
deemed such proposed Subcontractor or Supplier acceptable during the bidding process or
otherwise). Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner
unless Owner raises a substantive, reasonable objection within 5 days.
E.
Owner may require the replacement of any Subcontractor or Supplier. Owner also may
require Contractor to retain specific replacements; provided, however, that Owner may not
require a replacement to which Contractor has a reasonable objection. If Contractor has
submitted the identity of certain Subcontractors or Suppliers for acceptance by Owner, and
Owner has accepted it (either in writing or by failing to make written objection thereto), then
Owner may subsequently revoke the acceptance of any such Subcontractor or Supplier so
identified solely on the basis of substantive, reasonable objection after due investigation.
Contractor shall submit an acceptable replacement for the rejected Subcontractor or
Supplier.
F.
If Owner requires the replacement of any Subcontractor or Supplier retained by Contractor
to perform any part of the Work, then Contractor shall be entitled to an adjustment in
Contract Price or Contract Times, with respect to the replacement; and Contractor shall
initiate a Change Proposal for such adjustment within 30 days of Owner’s requirement of
replacement.
G. No acceptance by Owner of any such Subcontractor or Supplier, whether initially or as a
replacement, will constitute a waiver of the right of Owner to the completion of the Work in
accordance with the Contract Documents.
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H. On a monthly basis, Contractor shall submit to Engineer a complete list of all Subcontractors
and Suppliers having a direct contract with Contractor, and of all other Subcontractors and
Suppliers known to Contractor at the time of submittal.
I.
Contractor shall be solely responsible for scheduling and coordinating the work of
Subcontractors and Suppliers.
J.
The divisions and sections of the Specifications and the identifications of any Drawings do not
control Contractor in dividing the Work among Subcontractors or Suppliers, or in delineating
the Work to be performed by any specific trade.
K.
All Work performed for Contractor by a Subcontractor or Supplier must be pursuant to an
appropriate contractual agreement that specifically binds the Subcontractor or Supplier to
the applicable terms and conditions of the Contract for the benefit of Owner and Engineer.
L.
Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information
about amounts paid to Contractor for Work performed for Contractor by the Subcontractor
or Supplier.
M. Contractor shall restrict all Subcontractors and Suppliers from communicating with Engineer
or Owner, except through Contractor or in case of an emergency, or as otherwise expressly
allowed in this Contract.
7.08
Patent Fees and Royalties
A.
Contractor shall pay all license fees and royalties and assume all costs incident to the use in
the performance of the Work or the incorporation in the Work of any invention, design,
process, product, or device which is the subject of patent rights or copyrights held by others.
If an invention, design, process, product, or device is specified in the Contract Documents for
use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its
use is subject to patent rights or copyrights calling for the payment of any license fee or
royalty to others, the existence of such rights will be disclosed in the Contract Documents.
B.
To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold
harmless Contractor, and its officers, directors, members, partners, employees, agents,
consultants, and subcontractors, from and against all claims, costs, losses, and damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and other
professionals, and all court or arbitration or other dispute resolution costs) arising out of or
relating to any infringement of patent rights or copyrights incident to the use in the
performance of the Work or resulting from the incorporation in the Work of any invention,
design, process, product, or device specified in the Contract Documents, but not identified as
being subject to payment of any license fee or royalty to others required by patent rights or
copyrights.
C.
To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless Owner and Engineer, and the officers, directors, members, partners, employees,
agents, consultants and subcontractors of each and any of them, from and against all claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to any infringement of patent rights or copyrights
incident to the use in the performance of the Work or resulting from the incorporation in the
Work of any invention, design, process, product, or device not specified in the Contract
Documents.
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7.09
Permits
A.
Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all
construction permits, licenses, and certificates of occupancy. Owner shall assist Contractor,
when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental
charges and inspection fees necessary for the prosecution of the Work which are applicable
at the time of the submission of Contractor’s Bid (or when Contractor became bound under a
negotiated contract). Owner shall pay all charges of utility owners for connections for
providing permanent service to the Work.
7.10
Taxes
A.
Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by
Contractor in accordance with the Laws and Regulations of the place of the Project which are
applicable during the performance of the Work.
7.11
Laws and Regulations
A.
Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Neither Owner nor Engineer shall be responsible
for monitoring Contractor’s compliance with any Laws or Regulations.
B.
If Contractor performs any Work or takes any other action knowing or having reason to know
that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses,
and shall indemnify and hold harmless Owner and Engineer, and the officers, directors,
members, partners, employees, agents, consultants, and subcontractors of each and any of
them, from and against all claims, costs, losses, and damages (including but not limited to all
fees and charges of engineers, architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of or relating to such Work or other
action. It is not Contractor’s responsibility to make certain that the Work described in the
Contract Documents is in accordance with Laws and Regulations, but this does not relieve
Contractor of its obligations under Paragraph 3.03.
C.
Owner or Contractor may give written notice to the other party of any changes after the
submission of Contractor’s Bid (or after the date when Contractor became bound under a
negotiated contract) in Laws or Regulations having an effect on the cost or time of
performance of the Work, including but not limited to changes in Laws or Regulations having
an effect on procuring permits and on sales, use, value-added, consumption, and other similar
taxes. If Owner and Contractor are unable to agree on entitlement to or on the amount or
extent, if any, of any adjustment in Contract Price or Contract Times resulting from such
changes, then within 30 days of such written notice Contractor may submit a Change
Proposal, or Owner may initiate a Claim.
7.12
Record Documents
A.
Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings,
Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written
interpretations and clarifications, and approved Shop Drawings. Contractor shall keep such
record documents in good order and annotate them to show changes made during
construction. These record documents, together with all approved Samples, will be available
to Engineer for reference. Upon completion of the Work, Contractor shall deliver these record
documents to Engineer.
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7.13
Safety and Protection
A.
Contractor shall be solely responsible for initiating, maintaining, and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance
of their work, nor for compliance with applicable safety Laws and Regulations.
B.
Contractor shall designate a qualified and experienced safety representative whose duties
and responsibilities are the prevention of Work-related accidents and the maintenance and
supervision of safety precautions and programs.
C.
Contractor shall take all necessary precautions for the safety of, and shall provide the
necessary protection to prevent damage, injury, or loss to:
1.
all persons on the Site or who may be affected by the Work;
2.
all the Work and materials and equipment to be incorporated therein, whether in storage
on or off the Site; and
3.
other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, other work in progress, utilities, and Underground
Facilities not designated for removal, relocation, or replacement in the course of
construction.
D. All damage, injury, or loss to any property referred to in Paragraph 7.13.C.2 or 7.13.C.3
caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier,
or any other individual or entity directly or indirectly employed by any of them to perform
any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by
Contractor at its expense (except damage or loss attributable to the fault of Drawings or
Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any
of them, or anyone for whose acts any of them may be liable, and not attributable, directly or
indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor,
Supplier, or other individual or entity directly or indirectly employed by any of them).
E.
Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss;
and shall erect and maintain all necessary safeguards for such safety and protection.
F.
Contractor shall notify Owner; the owners of adjacent property; the owners of Underground
Facilities and other utilities (if the identity of such owners is known to Contractor); and other
contractors and utility owners performing work at or adjacent to the Site, in writing, when
Contractor knows that prosecution of the Work may affect them, and shall cooperate with
them in the protection, removal, relocation, and replacement of their property or work in
progress.
G. Contractor shall comply with the applicable requirements of Owner’s safety programs, if any.
Any Owner’s safety programs that are applicable to the Work are identified or included in the
Supplementary Conditions or Specifications.
H. Contractor shall inform Owner and Engineer of the specific requirements of Contractor’s
safety program with which Owner’s and Engineer’s employees and representatives must
comply while at the Site.
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I.
Contractor’s duties and responsibilities for safety and protection will continue until all the
Work is completed, Engineer has issued a written notice to Owner and Contractor in
accordance with Paragraph 15.06.C that the Work is acceptable, and Contractor has left the
Site (except as otherwise expressly provided in connection with Substantial Completion).
J.
Contractor’s duties and responsibilities for safety and protection will resume whenever
Contractor or any Subcontractor or Supplier returns to the Site to fulfill warranty or correction
obligations, or to conduct other tasks arising from the Contract Documents.
7.14
Hazard Communication Programs
A.
Contractor shall be responsible for coordinating any exchange of safety data sheets (formerly
known as material safety data sheets) or other hazard communication information required
to be made available to or exchanged between or among employers at the Site in accordance
with Laws or Regulations.
7.15
Emergencies
A.
In emergencies affecting the safety or protection of persons or the Work or property at the
Site or adjacent thereto, Contractor is obligated to act to prevent damage, injury, or loss.
Contractor shall give Engineer prompt written notice if Contractor believes that any significant
changes in the Work or variations from the Contract Documents have been caused by an
emergency, or are required as a result of Contractor’s response to an emergency. If Engineer
determines that a change in the Contract Documents is required because of an emergency or
Contractor’s response, a Work Change Directive or Change Order will be issued.
7.16
Submittals
A.
Shop Drawing and Sample Requirements
1.
Before submitting a Shop Drawing or Sample, Contractor shall:
a.
review and coordinate the Shop Drawing or Sample with other Shop Drawings and
Samples and with the requirements of the Work and the Contract Documents;
b.
determine and verify:
1)
all field measurements, quantities, dimensions, specified performance and design
criteria, installation requirements, materials, catalog numbers, and similar
information with respect to the Submittal;
2)
the suitability of all materials and equipment offered with respect to the indicated
application, fabrication, shipping, handling, storage, assembly, and installation
pertaining to the performance of the Work; and
3)
all information relative to Contractor’s responsibilities for means, methods,
techniques, sequences, and procedures of construction, and safety precautions
and programs incident thereto;
c.
confirm that the Submittal is complete with respect to all related data included in the
Submittal.
2.
Each Shop Drawing or Sample must bear a stamp or specific written certification that
Contractor has satisfied Contractor’s obligations under the Contract Documents with
respect to Contractor’s review of that Submittal, and that Contractor approves the
Submittal.
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3.
With each Shop Drawing or Sample, Contractor shall give Engineer specific written notice
of any variations that the Submittal may have from the requirements of the Contract
Documents. This notice must be set forth in a written communication separate from the
Submittal; and, in addition, in the case of a Shop Drawing by a specific notation made on
the Shop Drawing itself.
B.
Submittal Procedures for Shop Drawings and Samples: Contractor shall label and submit Shop
Drawings and Samples to Engineer for review and approval in accordance with the accepted
Schedule of Submittals.
1.
Shop Drawings
a.
Contractor shall submit the number of copies required in the Specifications.
b.
Data shown on the Shop Drawings must be complete with respect to quantities,
dimensions, specified performance and design criteria, materials, and similar data to
show Engineer the services, materials, and equipment Contractor proposes to
provide, and to enable Engineer to review the information for the limited purposes
required by Paragraph 7.16.C.
2.
Samples
a.
Contractor shall submit the number of Samples required in the Specifications.
b.
Contractor shall clearly identify each Sample as to material, Supplier, pertinent data
such as catalog numbers, the use for which intended and other data as Engineer may
require to enable Engineer to review the Submittal for the limited purposes required
by Paragraph 7.16.C.
3.
Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule
of Submittals, any related Work performed prior to Engineer’s review and approval of the
pertinent submittal will be at the sole expense and responsibility of Contractor.
C.
Engineer’s Review of Shop Drawings and Samples
1.
Engineer will provide timely review of Shop Drawings and Samples in accordance with the
accepted Schedule of Submittals. Engineer’s review and approval will be only to
determine if the items covered by the Submittals will, after installation or incorporation
in the Work, comply with the requirements of the Contract Documents, and be
compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents.
2.
Engineer’s review and approval will not extend to means, methods, techniques,
sequences, or procedures of construction, or to safety precautions or programs incident
thereto.
3.
Engineer’s review and approval of a separate item as such will not indicate approval of
the assembly in which the item functions.
4.
Engineer’s review and approval of a Shop Drawing or Sample will not relieve Contractor
from responsibility for any variation from the requirements of the Contract Documents
unless Contractor has complied with the requirements of Paragraph 7.16.A.3 and
Engineer has given written approval of each such variation by specific written notation
thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer will
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document any such approved variation from the requirements of the Contract
Documents in a Field Order or other appropriate Contract modification.
5.
Engineer’s review and approval of a Shop Drawing or Sample will not relieve Contractor
from responsibility for complying with the requirements of Paragraphs 7.16.A and B.
6.
Engineer’s review and approval of a Shop Drawing or Sample, or of a variation from the
requirements of the Contract Documents, will not, under any circumstances, change the
Contract Times or Contract Price, unless such changes are included in a Change Order.
7.
Neither Engineer’s receipt, review, acceptance, or approval of a Shop Drawing or Sample
will result in such item becoming a Contract Document.
8.
Contractor shall perform the Work in compliance with the requirements and
commitments set forth in approved Shop Drawings and Samples, subject to the provisions
of Paragraph 7.16.C.4.
D. Resubmittal Procedures for Shop Drawings and Samples
1.
Contractor shall make corrections required by Engineer and shall return the required
number of corrected copies of Shop Drawings and submit, as required, new Samples for
review and approval. Contractor shall direct specific attention in writing to revisions other
than the corrections called for by Engineer on previous Submittals.
2.
Contractor shall furnish required Shop Drawing and Sample submittals with sufficient
information and accuracy to obtain required approval of an item with no more than two
resubmittals. Engineer will record Engineer’s time for reviewing a third or subsequent
resubmittal of a Shop Drawing or Sample, and Contractor shall be responsible for
Engineer’s charges to Owner for such time. Owner may impose a set-off against payments
due Contractor to secure reimbursement for such charges.
3.
If Contractor requests a change of a previously approved Shop Drawing or Sample,
Contractor shall be responsible for Engineer’s charges to Owner for its review time, and
Owner may impose a set-off against payments due Contractor to secure reimbursement
for such charges, unless the need for such change is beyond the control of Contractor.
E.
Submittals Other than Shop Drawings, Samples, and Owner-Delegated Designs
1.
The following provisions apply to all Submittals other than Shop Drawings, Samples, and
Owner-delegated designs:
a.
Contractor shall submit all such Submittals to the Engineer in accordance with the
Schedule of Submittals and pursuant to the applicable terms of the Contract
Documents.
b.
Engineer will provide timely review of all such Submittals in accordance with the
Schedule of Submittals and return such Submittals with a notation of either Accepted
or Not Accepted. Any such Submittal that is not returned within the time established
in the Schedule of Submittals will be deemed accepted.
c.
Engineer’s review will be only to determine if the Submittal is acceptable under the
requirements of the Contract Documents as to general form and content of the
Submittal.
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d.
If any such Submittal is not accepted, Contractor shall confer with Engineer regarding
the reason for the non-acceptance, and resubmit an acceptable document.
2.
Procedures for the submittal and acceptance of the Progress Schedule, the Schedule of
Submittals, and the Schedule of Values are set forth in Paragraphs 2.03. 2.04, and 2.05.
F.
Owner-delegated Designs: Submittals pursuant to Owner-delegated designs are governed by
the provisions of Paragraph 7.19.
7.17
Contractor’s General Warranty and Guarantee
A.
Contractor warrants and guarantees to Owner that all Work will be in accordance with the
Contract Documents and will not be defective. Engineer is entitled to rely on Contractor’s
warranty and guarantee.
B.
Owner’s rights under this warranty and guarantee are in addition to, and are not limited by,
Owner’s rights under the correction period provisions of Paragraph 15.08. The time in which
Owner may enforce its warranty and guarantee rights under this Paragraph 7.17 is limited
only by applicable Laws and Regulations restricting actions to enforce such rights; provided,
however, that after the end of the correction period under Paragraph 15.08:
1.
Owner shall give Contractor written notice of any defective Work within 60 days of the
discovery that such Work is defective; and
2.
Such notice will be deemed the start of an event giving rise to a Claim under
Paragraph 12.01.B, such that any related Claim must be brought within 30 days of the
notice.
C.
Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1.
abuse, or improper modification, maintenance, or operation, by persons other than
Contractor, Subcontractors, Suppliers, or any other individual or entity for whom
Contractor is responsible; or
2.
normal wear and tear under normal usage.
D. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents is absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents, a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents, or a release of Owner’s
warranty and guarantee rights under this Paragraph 7.17:
1.
Observations by Engineer;
2.
Recommendation by Engineer or payment by Owner of any progress or final payment;
3.
The issuance of a certificate of Substantial Completion by Engineer or any payment
related thereto by Owner;
4.
Use or occupancy of the Work or any part thereof by Owner;
5.
Any review and approval of a Shop Drawing or Sample submittal;
6.
The issuance of a notice of acceptability by Engineer;
7.
The end of the correction period established in Paragraph 15.08;
8.
Any inspection, test, or approval by others; or
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9.
Any correction of defective Work by Owner.
E.
If the Contract requires the Contractor to accept the assignment of a contract entered into by
Owner, then the specific warranties, guarantees, and correction obligations contained in the
assigned contract will govern with respect to Contractor’s performance obligations to Owner
for the Work described in the assigned contract.
7.18
Indemnification
A.
To the fullest extent permitted by Laws and Regulations, and in addition to any other
obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and
hold harmless Owner and Engineer, and the officers, directors, members, partners,
employees, agents, consultants and subcontractors of each and any of them, from losses,
damages, costs, and judgments (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals, and all court or arbitration or other dispute
resolution costs) arising from third-party claims or actions relating to or resulting from the
performance or furnishing of the Work, provided that any such claim, action, loss, cost,
judgment or damage is attributable to bodily injury, sickness, disease, or death, or to damage
to or destruction of tangible property (other than the Work itself), including the loss of use
resulting therefrom, but only to the extent caused by any negligent act or omission of
Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly
employed by any of them to perform any of the Work, or anyone for whose acts any of them
may be liable.
B.
In any and all claims against Owner or Engineer, or any of their officers, directors, members,
partners, employees, agents, consultants, or subcontractors, by any employee (or the survivor
or personal representative of such employee) of Contractor, any Subcontractor, any Supplier,
or any individual or entity directly or indirectly employed by any of them to perform any of
the Work, or anyone for whose acts any of them may be liable, the indemnification obligation
under Paragraph 7.18.A will not be limited in any way by any limitation on the amount or type
of damages, compensation, or benefits payable by or for Contractor or any such
Subcontractor, Supplier, or other individual or entity under workers’ compensation acts,
disability benefit acts, or other employee benefit acts.
7.19
Delegation of Professional Design Services
A.
Owner may require Contractor to provide professional design services for a portion of the
Work by express delegation in the Contract Documents. Such delegation will specify the
performance and design criteria that such services must satisfy, and the Submittals that
Contractor must furnish to Engineer with respect to the Owner-delegated design.
B.
Contractor shall cause such Owner-delegated professional design services to be provided
pursuant to the professional standard of care by a properly licensed design professional,
whose signature and seal must appear on all drawings, calculations, specifications,
certifications, and Submittals prepared by such design professional. Such design professional
must issue all certifications of design required by Laws and Regulations.
C.
If a Shop Drawing or other Submittal related to the Owner-delegated design is prepared by
Contractor, a Subcontractor, or others for submittal to Engineer, then such Shop Drawing or
other Submittal must bear the written approval of Contractor’s design professional when
submitted by Contractor to Engineer.
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D. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness
of the services, certifications, and approvals performed or provided by the design
professionals retained or employed by Contractor under an Owner-delegated design, subject
to the professional standard of care and the performance and design criteria stated in the
Contract Documents.
E.
Pursuant to this Paragraph 7.19, Engineer’s review, approval, and other determinations
regarding design drawings, calculations, specifications, certifications, and other Submittals
furnished by Contractor pursuant to an Owner-delegated design will be only for the following
limited purposes:
1.
Checking for conformance with the requirements of this Paragraph 7.19;
2.
Confirming that Contractor (through its design professionals) has used the performance
and design criteria specified in the Contract Documents; and
3.
Establishing that the design furnished by Contractor is consistent with the design concept
expressed in the Contract Documents.
F.
Contractor shall not be responsible for the adequacy of performance or design criteria
specified by Owner or Engineer.
G. Contractor is not required to provide professional services in violation of applicable Laws and
Regulations.
ARTICLE 8—OTHER WORK AT THE SITE
8.01
Other Work
A.
In addition to and apart from the Work under the Contract Documents, the Owner may
perform other work at or adjacent to the Site. Such other work may be performed by Owner’s
employees, or through contracts between the Owner and third parties. Owner may also
arrange to have third-party utility owners perform work on their utilities and facilities at or
adjacent to the Site.
B.
If Owner performs other work at or adjacent to the Site with Owner’s employees, or through
contracts for such other work, then Owner shall give Contractor written notice thereof prior
to starting any such other work. If Owner has advance information regarding the start of any
third-party utility work that Owner has arranged to take place at or adjacent to the Site,
Owner shall provide such information to Contractor.
C.
Contractor shall afford proper and safe access to the Site to each contractor that performs
such other work, each utility owner performing other work, and Owner, if Owner is
performing other work with Owner’s employees, and provide a reasonable opportunity for
the introduction and storage of materials and equipment and the execution of such other
work.
D. Contractor shall do all cutting, fitting, and patching of the Work that may be required to
properly connect or otherwise make its several parts come together and properly integrate
with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or
alter others' work with the written consent of Engineer and the others whose work will be
affected.
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E.
If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others, Contractor shall inspect such other work and promptly report to
Engineer in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work.
Contractor’s failure to so report will constitute an acceptance of such other work as fit and
proper for integration with Contractor’s Work except for latent defects and deficiencies in
such other work.
F.
The provisions of this article are not applicable to work that is performed by third-party
utilities or other third-party entities without a contract with Owner, or that is performed
without having been arranged by Owner. If such work occurs, then any related delay,
disruption, or interference incurred by Contractor is governed by the provisions of
Paragraph 4.05.C.3.
8.02
Coordination
A.
If Owner intends to contract with others for the performance of other work at or adjacent to
the Site, to perform other work at or adjacent to the Site with Owner’s employees, or to
arrange to have utility owners perform work at or adjacent to the Site, the following will be
set forth in the Supplementary Conditions or provided to Contractor prior to the start of any
such other work:
1.
The identity of the individual or entity that will have authority and responsibility for
coordination of the activities among the various contractors;
2.
An itemization of the specific matters to be covered by such authority and responsibility;
and
3.
The extent of such authority and responsibilities.
B.
Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority
and responsibility for such coordination.
8.03
Legal Relationships
A.
If, in the course of performing other work for Owner at or adjacent to the Site, the Owner’s
employees, any other contractor working for Owner, or any utility owner that Owner has
arranged to perform work, causes damage to the Work or to the property of Contractor or its
Subcontractors, or delays, disrupts, interferes with, or increases the scope or cost of the
performance of the Work, through actions or inaction, then Contractor shall be entitled to an
equitable adjustment in the Contract Price or the Contract Times. Contractor must submit any
Change Proposal seeking an equitable adjustment in the Contract Price or the Contract Times
under this paragraph within 30 days of the damaging, delaying, disrupting, or interfering
event. The entitlement to, and extent of, any such equitable adjustment will take into account
information (if any) regarding such other work that was provided to Contractor in the Contract
Documents prior to the submittal of the Bid or the final negotiation of the terms of the
Contract, and any remedies available to Contractor under Laws or Regulations concerning
utility action or inaction. When applicable, any such equitable adjustment in Contract Price
will be conditioned on Contractor assigning to Owner all Contractor’s rights against such other
contractor or utility owner with respect to the damage, delay, disruption, or interference that
is the subject of the adjustment. Contractor’s entitlement to an adjustment of the Contract
Times or Contract Price is subject to the provisions of Paragraphs 4.05.D and 4.05.E.
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B.
Contractor shall take reasonable and customary measures to avoid damaging, delaying,
disrupting, or interfering with the work of Owner, any other contractor, or any utility owner
performing other work at or adjacent to the Site.
1.
If Contractor fails to take such measures and as a result damages, delays, disrupts, or
interferes with the work of any such other contractor or utility owner, then Owner may
impose a set-off against payments due Contractor, and assign to such other contractor or
utility owner the Owner’s contractual rights against Contractor with respect to the breach
of the obligations set forth in this Paragraph 8.03.B.
2.
When Owner is performing other work at or adjacent to the Site with Owner’s employees,
Contractor shall be liable to Owner for damage to such other work, and for the reasonable
direct delay, disruption, and interference costs incurred by Owner as a result of
Contractor’s failure to take reasonable and customary measures with respect to Owner’s
other work. In response to such damage, delay, disruption, or interference, Owner may
impose a set-off against payments due Contractor.
C.
If Contractor damages, delays, disrupts, or interferes with the work of any other contractor,
or any utility owner performing other work at or adjacent to the Site, through Contractor’s
failure to take reasonable and customary measures to avoid such impacts, or if any claim
arising out of Contractor’s actions, inactions, or negligence in performance of the Work at or
adjacent to the Site is made by any such other contractor or utility owner against Contractor,
Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all
parties through negotiations with such other contractor or utility owner, or otherwise resolve
the claim by arbitration or other dispute resolution proceeding or at law, and (2) indemnify
and hold harmless Owner and Engineer, and the officers, directors, members, partners,
employees, agents, consultants and subcontractors of each and any of them from and against
any such claims, and against all costs, losses, and damages (including but not limited to all
fees and charges of engineers, architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of or relating to such damage, delay,
disruption, or interference.
ARTICLE 9—OWNER’S RESPONSIBILITIES
9.01
Communications to Contractor
A.
Except as otherwise provided in these General Conditions, Owner shall issue all
communications to Contractor through Engineer.
9.02
Replacement of Engineer
A.
Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor
makes no reasonable objection to the replacement engineer. The replacement engineer’s
status under the Contract Documents will be that of the former Engineer.
9.03
Furnish Data
A.
Owner shall promptly furnish the data required of Owner under the Contract Documents.
9.04
Pay When Due
A.
Owner shall make payments to Contractor when they are due as provided in the Agreement.
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9.05
Lands and Easements; Reports, Tests, and Drawings
A.
Owner’s duties with respect to providing lands and easements are set forth in Paragraph 5.01.
B.
Owner’s duties with respect to providing engineering surveys to establish reference points
are set forth in Paragraph 4.03.
C.
Article 5 refers to Owner’s identifying and making available to Contractor copies of reports of
explorations and tests of conditions at the Site, and drawings of physical conditions relating
to existing surface or subsurface structures at the Site.
9.06
Insurance
A.
Owner’s responsibilities, if any, with respect to purchasing and maintaining liability and
property insurance are set forth in Article 6.
9.07
Change Orders
A.
Owner’s responsibilities with respect to Change Orders are set forth in Article 11.
9.08
Inspections, Tests, and Approvals
A.
Owner’s responsibility with respect to certain inspections, tests, and approvals is set forth in
Paragraph 14.02.B.
9.09
Limitations on Owner’s Responsibilities
A.
The Owner shall not supervise, direct, or have control or authority over, nor be responsible
for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or
the safety precautions and programs incident thereto, or for any failure of Contractor to
comply with Laws and Regulations applicable to the performance of the Work. Owner will not
be responsible for Contractor’s failure to perform the Work in accordance with the Contract
Documents.
9.10
Undisclosed Hazardous Environmental Condition
A.
Owner’s responsibility in respect to an undisclosed Hazardous Environmental Condition is set
forth in Paragraph 5.06.
9.11
Evidence of Financial Arrangements
A.
Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that
financial arrangements have been made to satisfy Owner’s obligations under the Contract
(including obligations under proposed changes in the Work).
9.12
Safety Programs
A.
While at the Site, Owner’s employees and representatives shall comply with the specific
applicable requirements of Contractor’s safety programs of which Owner has been informed.
B.
Owner shall furnish copies of any applicable Owner safety programs to Contractor.
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ARTICLE 10—ENGINEER’S STATUS DURING CONSTRUCTION
10.01
Owner’s Representative
A.
Engineer will be Owner’s representative during the construction period. The duties and
responsibilities and the limitations of authority of Engineer as Owner’s representative during
construction are set forth in the Contract.
10.02
Visits to Site
A.
Engineer will make visits to the Site at intervals appropriate to the various stages of
construction as Engineer deems necessary in order to observe, as an experienced and
qualified design professional, the progress that has been made and the quality of the various
aspects of Contractor’s executed Work. Based on information obtained during such visits and
observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is
proceeding in accordance with the Contract Documents. Engineer will not be required to
make exhaustive or continuous inspections on the Site to check the quality or quantity of the
Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of
confidence that the completed Work will conform generally to the Contract Documents. On
the basis of such visits and observations, Engineer will keep Owner informed of the progress
of the Work and will endeavor to guard Owner against defective Work.
B.
Engineer’s visits and observations are subject to all the limitations on Engineer’s authority and
responsibility set forth in Paragraph 10.07. Particularly, but without limitation, during or as a
result of Engineer’s visits or observations of Contractor’s Work, Engineer will not supervise,
direct, control, or have authority over or be responsible for Contractor’s means, methods,
techniques, sequences, or procedures of construction, or the safety precautions and
programs incident thereto, or for any failure of Contractor to comply with Laws and
Regulations applicable to the performance of the Work.
10.03
Resident Project Representative
A.
If Owner and Engineer have agreed that Engineer will furnish a Resident Project
Representative to represent Engineer at the Site and assist Engineer in observing the progress
and quality of the Work, then the authority and responsibilities of any such Resident Project
Representative will be as provided in the Supplementary Conditions, and limitations on the
responsibilities thereof will be as provided in the Supplementary Conditions and in
Paragraph 10.07.
B.
If Owner designates an individual or entity who is not Engineer’s consultant, agent, or
employee to represent Owner at the Site, then the responsibilities and authority of such
individual or entity will be as provided in the Supplementary Conditions.
10.04
Engineer’s Authority
A.
Engineer has the authority to reject Work in accordance with Article 14.
B.
Engineer’s authority as to Submittals is set forth in Paragraph 7.16.
C.
Engineer’s authority as to design drawings, calculations, specifications, certifications and
other Submittals from Contractor in response to Owner’s delegation (if any) to Contractor of
professional design services, is set forth in Paragraph 7.19.
D. Engineer’s authority as to changes in the Work is set forth in Article 11.
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E.
Engineer’s authority as to Applications for Payment is set forth in Article 15.
10.05
Determinations for Unit Price Work
A.
Engineer will determine the actual quantities and classifications of Unit Price Work performed
by Contractor as set forth in Paragraph 13.03.
10.06
Decisions on Requirements of Contract Documents and Acceptability of Work
A.
Engineer will render decisions regarding the requirements of the Contract Documents, and
judge the acceptability of the Work, pursuant to the specific procedures set forth herein for
initial interpretations, Change Proposals, and acceptance of the Work. In rendering such
decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will
not be liable to Owner, Contractor, or others in connection with any proceedings,
interpretations, decisions, or judgments conducted or rendered in good faith.
10.07
Limitations on Engineer’s Authority and Responsibilities
A.
Neither Engineer’s authority or responsibility under this Article 10 or under any other
provision of the Contract, nor any decision made by Engineer in good faith either to exercise
or not exercise such authority or responsibility or the undertaking, exercise, or performance
of any authority or responsibility by Engineer, will create, impose, or give rise to any duty in
contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier,
any other individual or entity, or to any surety for or employee or agent of any of them.
B.
Engineer will not supervise, direct, control, or have authority over or be responsible for
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the
safety precautions and programs incident thereto, or for any failure of Contractor to comply
with Laws and Regulations applicable to the performance of the Work. Engineer will not be
responsible for Contractor’s failure to perform the Work in accordance with the Contract
Documents.
C.
Engineer will not be responsible for the acts or omissions of Contractor or of any
Subcontractor, any Supplier, or of any other individual or entity performing any of the Work.
D. Engineer’s review of the final Application for Payment and accompanying documentation, and
all maintenance and operating instructions, schedules, guarantees, bonds, certificates of
inspection, tests and approvals, and other documentation required to be delivered by
Contractor under Paragraph 15.06.A, will only be to determine generally that their content
complies with the requirements of, and in the case of certificates of inspections, tests, and
approvals, that the results certified indicate compliance with the Contract Documents.
E.
The limitations upon authority and responsibility set forth in this Paragraph 10.07 also apply
to the Resident Project Representative, if any.
10.08
Compliance with Safety Program
A.
While at the Site, Engineer’s employees and representatives will comply with the specific
applicable requirements of Owner’s and Contractor’s safety programs of which Engineer has
been informed.
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ARTICLE 11—CHANGES TO THE CONTRACT
11.01
Amending and Supplementing the Contract
A.
The Contract may be amended or supplemented by a Change Order, a Work Change Directive,
or a Field Order.
B.
If an amendment or supplement to the Contract includes a change in the Contract Price or
the Contract Times, such amendment or supplement must be set forth in a Change Order.
C.
All changes to the Contract that involve (1) the performance or acceptability of the Work,
(2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other
engineering or technical matters, must be supported by Engineer’s recommendation. Owner
and Contractor may amend other terms and conditions of the Contract without the
recommendation of the Engineer.
11.02
Change Orders
A.
Owner and Contractor shall execute appropriate Change Orders covering:
1.
Changes in Contract Price or Contract Times which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed in accordance with
a Work Change Directive;
2.
Changes in Contract Price resulting from an Owner set-off, unless Contractor has duly
contested such set-off;
3.
Changes in the Work which are: (a) ordered by Owner pursuant to Paragraph 11.05,
(b) required because of Owner’s acceptance of defective Work under Paragraph 14.04 or
Owner’s correction of defective Work under Paragraph 14.07, or (c) agreed to by the
parties, subject to the need for Engineer’s recommendation if the change in the Work
involves the design (as set forth in the Drawings, Specifications, or otherwise) or other
engineering or technical matters; and
4.
Changes that embody the substance of any final and binding results under:
Paragraph 11.03.B, resolving the impact of a Work Change Directive; Paragraph 11.09,
concerning Change Proposals; Article 12, Claims; Paragraph 13.02.D, final adjustments
resulting from allowances; Paragraph 13.03.D, final adjustments relating to
determination of quantities for Unit Price Work; and similar provisions.
B.
If Owner or Contractor refuses to execute a Change Order that is required to be executed
under the terms of Paragraph 11.02.A, it will be deemed to be of full force and effect, as if
fully executed.
11.03
Work Change Directives
A.
A Work Change Directive will not change the Contract Price or the Contract Times but is
evidence that the parties expect that the modification ordered or documented by a Work
Change Directive will be incorporated in a subsequently issued Change Order, following
negotiations by the parties as to the Work Change Directive’s effect, if any, on the Contract
Price and Contract Times; or, if negotiations are unsuccessful, by a determination under the
terms of the Contract Documents governing adjustments, expressly including
Paragraph 11.07 regarding change of Contract Price.
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B.
If Owner has issued a Work Change Directive and:
1.
Contractor believes that an adjustment in Contract Times or Contract Price is necessary,
then Contractor shall submit any Change Proposal seeking such an adjustment no later
than 30 days after the completion of the Work set out in the Work Change Directive.
2.
Owner believes that an adjustment in Contract Times or Contract Price is necessary, then
Owner shall submit any Claim seeking such an adjustment no later than 60 days after
issuance of the Work Change Directive.
11.04
Field Orders
A.
Engineer may authorize minor changes in the Work if the changes do not involve an
adjustment in the Contract Price or the Contract Times and are compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents. Such changes will be accomplished by a Field Order and will be binding on Owner
and also on Contractor, which shall perform the Work involved promptly.
B.
If Contractor believes that a Field Order justifies an adjustment in the Contract Price or
Contract Times, then before proceeding with the Work at issue, Contractor shall submit a
Change Proposal as provided herein.
11.05
Owner-Authorized Changes in the Work
A.
Without invalidating the Contract and without notice to any surety, Owner may, at any time
or from time to time, order additions, deletions, or revisions in the Work. Changes involving
the design (as set forth in the Drawings, Specifications, or otherwise) or other engineering or
technical matters will be supported by Engineer’s recommendation.
B.
Such changes in the Work may be accomplished by a Change Order, if Owner and Contractor
have agreed as to the effect, if any, of the changes on Contract Times or Contract Price; or by
a Work Change Directive. Upon receipt of any such document, Contractor shall promptly
proceed with the Work involved; or, in the case of a deletion in the Work, promptly cease
construction activities with respect to such deleted Work. Added or revised Work must be
performed under the applicable conditions of the Contract Documents.
C.
Nothing in this Paragraph 11.05 obligates Contractor to undertake work that Contractor
reasonably concludes cannot be performed in a manner consistent with Contractor’s safety
obligations under the Contract Documents or Laws and Regulations.
11.06
Unauthorized Changes in the Work
A.
Contractor shall not be entitled to an increase in the Contract Price or an extension of the
Contract Times with respect to any work performed that is not required by the Contract
Documents, as amended, modified, or supplemented, except in the case of an emergency as
provided in Paragraph 7.15 or in the case of uncovering Work as provided in
Paragraph 14.05.C.2.
11.07
Change of Contract Price
A.
The Contract Price may only be changed by a Change Order. Any Change Proposal for an
adjustment in the Contract Price must comply with the provisions of Paragraph 11.09. Any
Claim for an adjustment of Contract Price must comply with the provisions of Article 12.
B.
An adjustment in the Contract Price will be determined as follows:
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1.
Where the Work involved is covered by unit prices contained in the Contract Documents,
then by application of such unit prices to the quantities of the items involved (subject to
the provisions of Paragraph 13.03);
2.
Where the Work involved is not covered by unit prices contained in the Contract
Documents, then by a mutually agreed lump sum (which may include an allowance for
overhead and profit not necessarily in accordance with Paragraph 11.07.C.2); or
3.
Where the Work involved is not covered by unit prices contained in the Contract
Documents and the parties do not reach mutual agreement to a lump sum, then on the
basis of the Cost of the Work (determined as provided in Paragraph 13.01) plus a
Contractor’s fee for overhead and profit (determined as provided in Paragraph 11.07.C).
C.
Contractor’s Fee: When applicable, the Contractor’s fee for overhead and profit will be
determined as follows:
1.
A mutually acceptable fixed fee; or
2.
If a fixed fee is not agreed upon, then a fee based on the following percentages of the
various portions of the Cost of the Work:
a.
For costs incurred under Paragraphs 13.01.B.1 and 13.01.B.2, the Contractor’s fee will
be 15 percent;
b.
For costs incurred under Paragraph 13.01.B.3, the Contractor’s fee will be 5 percent;
c.
Where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 11.07.C.2.a and
11.07.C.2.b is that the Contractor’s fee will be based on: (1) a fee of 15 percent of the
costs incurred under Paragraphs 13.01.B.1 and 13.01.B.2 by the Subcontractor that
actually performs the Work, at whatever tier, and (2) with respect to Contractor itself
and to any Subcontractors of a tier higher than that of the Subcontractor that actually
performs the Work, a fee of 5 percent of the amount (fee plus underlying costs
incurred) attributable to the next lower tier Subcontractor; provided, however, that
for any such subcontracted Work the maximum total fee to be paid by Owner will be
no greater than 27 percent of the costs incurred by the Subcontractor that actually
performs the Work;
d.
No fee will be payable on the basis of costs itemized under Paragraphs 13.01.B.4,
13.01.B.5, and 13.01.C;
e.
The amount of credit to be allowed by Contractor to Owner for any change which
results in a net decrease in Cost of the Work will be the amount of the actual net
decrease in Cost of the Work and a deduction of an additional amount equal to
5 percent of such actual net decrease in Cost of the Work; and
f.
When both additions and credits are involved in any one change or Change Proposal,
the adjustment in Contractor’s fee will be computed by determining the sum of the
costs in each of the cost categories in Paragraph 13.01.B (specifically, payroll costs,
Paragraph 13.01.B.1;
incorporated
materials
and
equipment
costs,
Paragraph 13.01.B.2; Subcontract costs, Paragraph 13.01.B.3; special consultants
costs, Paragraph 13.01.B.4; and other costs, Paragraph 13.01.B.5) and applying to
each such cost category sum the appropriate fee from Paragraphs 11.07.C.2.a
through 11.07.C.2.e, inclusive.
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11.08
Change of Contract Times
A.
The Contract Times may only be changed by a Change Order. Any Change Proposal for an
adjustment in the Contract Times must comply with the provisions of Paragraph 11.09. Any
Claim for an adjustment in the Contract Times must comply with the provisions of Article 12.
B.
Delay, disruption, and interference in the Work, and any related changes in Contract Times,
are addressed in and governed by Paragraph 4.05.
11.09
Change Proposals
A.
Purpose and Content: Contractor shall submit a Change Proposal to Engineer to request an
adjustment in the Contract Times or Contract Price; contest an initial decision by Engineer
concerning the requirements of the Contract Documents or relating to the acceptability of
the Work under the Contract Documents; challenge a set-off against payment due; or seek
other relief under the Contract. The Change Proposal will specify any proposed change in
Contract Times or Contract Price, or other proposed relief, and explain the reason for the
proposed change, with citations to any governing or applicable provisions of the Contract
Documents. Each Change Proposal will address only one issue, or a set of closely related
issues.
B.
Change Proposal Procedures
1.
Submittal: Contractor shall submit each Change Proposal to Engineer within 30 days after
the start of the event giving rise thereto, or after such initial decision.
2.
Supporting Data: The Contractor shall submit supporting data, including the proposed
change in Contract Price or Contract Time (if any), to the Engineer and Owner within
15 days after the submittal of the Change Proposal.
a.
Change Proposals based on or related to delay, interruption, or interference must
comply with the provisions of Paragraphs 4.05.D and 4.05.E.
b.
Change proposals related to a change of Contract Price must include full and detailed
accounts of materials incorporated into the Work and labor and equipment used for
the subject Work.
The supporting data must be accompanied by a written statement that the supporting
data are accurate and complete, and that any requested time or price adjustment is the
entire adjustment to which Contractor believes it is entitled as a result of said event.
3.
Engineer’s Initial Review: Engineer will advise Owner regarding the Change Proposal, and
consider any comments or response from Owner regarding the Change Proposal. If in its
discretion Engineer concludes that additional supporting data is needed before
conducting a full review and making a decision regarding the Change Proposal, then
Engineer may request that Contractor submit such additional supporting data by a date
specified by Engineer, prior to Engineer beginning its full review of the Change Proposal.
4.
Engineer’s Full Review and Action on the Change Proposal: Upon receipt of Contractor’s
supporting data (including any additional data requested by Engineer), Engineer will
conduct a full review of each Change Proposal and, within 30 days after such receipt of
the Contractor’s supporting data, either approve the Change Proposal in whole, deny it in
whole, or approve it in part and deny it in part. Such actions must be in writing, with a
copy provided to Owner and Contractor. If Engineer does not take action on the Change
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Proposal within 30 days, then either Owner or Contractor may at any time thereafter
submit a letter to the other party indicating that as a result of Engineer’s inaction the
Change Proposal is deemed denied, thereby commencing the time for appeal of the
denial under Article 12.
5.
Binding Decision: Engineer’s decision is final and binding upon Owner and Contractor,
unless Owner or Contractor appeals the decision by filing a Claim under Article 12.
C.
Resolution of Certain Change Proposals: If the Change Proposal does not involve the design
(as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or
other engineering or technical matters, then Engineer will notify the parties in writing that
the Engineer is unable to resolve the Change Proposal. For purposes of further resolution of
such a Change Proposal, such notice will be deemed a denial, and Contractor may choose to
seek resolution under the terms of Article 12.
D. Post-Completion: Contractor shall not submit any Change Proposals after Engineer issues a
written recommendation of final payment pursuant to Paragraph 15.06.B.
11.10
Notification to Surety
A.
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not
limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted to reflect the effect of
any such change.
11.11
Applicability of New Jersey Department of Community Affairs Regulations
A.
Other than for minor field (site) modifications in the Work, all changes in quantities, work
performed, services rendered, materials, supplies, or equipment delivered or provided shall
be submitted to the Owner for authorization.
B.
All Change Orders and Field Orders shall be authorized, permitted, or accepted in accordance
with the applicable regulations of the New Jersey Department of Community Affairs, in
general, and, in particular, N.J.A.C. 5:30-11.3; 5:30-11.4; 5:30-11.5; 5:30-11.7; 5:30-11.8; and
5:30-11.9.
ARTICLE 12—CLAIMS
12.01
Claims
A.
Claims Process: The following disputes between Owner and Contractor are subject to the
Claims process set forth in this article:
1.
Appeals by Owner or Contractor of Engineer’s decisions regarding Change Proposals;
2.
Owner demands for adjustments in the Contract Price or Contract Times, or other relief
under the Contract Documents;
3.
Disputes that Engineer has been unable to address because they do not involve the design
(as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work,
or other engineering or technical matters; and
4.
Subject to the waiver provisions of Paragraph 15.07, any dispute arising after Engineer
has issued a written recommendation of final payment pursuant to Paragraph 15.06.B.
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B.
Submittal of Claim: The party submitting a Claim shall deliver it directly to the other party to
the Contract promptly (but in no event later than 30 days) after the start of the event giving
rise thereto; in the case of appeals regarding Change Proposals within 30 days of the decision
under appeal. The party submitting the Claim shall also furnish a copy to the Engineer, for its
information only. The responsibility to substantiate a Claim rests with the party making the
Claim. In the case of a Claim by Contractor seeking an increase in the Contract Times or
Contract Price, Contractor shall certify that the Claim is made in good faith, that the
supporting data are accurate and complete, and that to the best of Contractor’s knowledge
and belief the amount of time or money requested accurately reflects the full amount to
which Contractor is entitled.
C.
Review and Resolution: The party receiving a Claim shall review it thoroughly, giving full
consideration to its merits. The two parties shall seek to resolve the Claim through the
exchange of information and direct negotiations. The parties may extend the time for
resolving the Claim by mutual agreement. All actions taken on a Claim will be stated in writing
and submitted to the other party, with a copy to Engineer.
D. Mediation
1.
At any time after initiation of a Claim, Owner and Contractor may mutually agree to
mediation of the underlying dispute. The agreement to mediate will stay the Claim
submittal and response process.
2.
If Owner and Contractor agree to mediation, then after 60 days from such agreement,
either Owner or Contractor may unilaterally terminate the mediation process, and the
Claim submittal and decision process will resume as of the date of the termination. If the
mediation proceeds but is unsuccessful in resolving the dispute, the Claim submittal and
decision process will resume as of the date of the conclusion of the mediation, as
determined by the mediator.
3.
Owner and Contractor shall each pay one-half of the mediator’s fees and costs.
E.
Partial Approval: If the party receiving a Claim approves the Claim in part and denies it in part,
such action will be final and binding unless within 30 days of such action the other party
invokes the procedure set forth in Article 17 for final resolution of disputes.
F.
Denial of Claim: If efforts to resolve a Claim are not successful, the party receiving the Claim
may deny it by giving written notice of denial to the other party. If the receiving party does
not take action on the Claim within 90 days, then either Owner or Contractor may at any time
thereafter submit a letter to the other party indicating that as a result of the inaction, the
Claim is deemed denied, thereby commencing the time for appeal of the denial. A denial of
the Claim will be final and binding unless within 30 days of the denial the other party invokes
the procedure set forth in Article 17 for the final resolution of disputes.
G. Final and Binding Results: If the parties reach a mutual agreement regarding a Claim, whether
through approval of the Claim, direct negotiations, mediation, or otherwise; or if a Claim is
approved in part and denied in part, or denied in full, and such actions become final and
binding; then the results of the agreement or action on the Claim will be incorporated in a
Change Order or other written document to the extent they affect the Contract, including the
Work, the Contract Times, or the Contract Price.
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ARTICLE 13—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK
13.01
Cost of the Work
A.
Purposes for Determination of Cost of the Work: The term Cost of the Work means the sum
of all costs necessary for the proper performance of the Work at issue, as further defined
below. The provisions of this Paragraph 13.01 are used for two distinct purposes:
1.
To determine Cost of the Work when Cost of the Work is a component of the Contract
Price, under cost-plus-fee, time-and-materials, or other cost-based terms; or
2.
When needed to determine the value of a Change Order, Change Proposal, Claim, set-off,
or other adjustment in Contract Price. When the value of any such adjustment is
determined on the basis of Cost of the Work, Contractor is entitled only to those
additional or incremental costs required because of the change in the Work or because
of the event giving rise to the adjustment.
B.
Costs Included: Except as otherwise may be agreed to in writing by Owner, costs included in
the Cost of the Work will be in amounts no higher than those commonly incurred in the
locality of the Project, will not include any of the costs itemized in Paragraph 13.01.C, and will
include only the following items:
1.
Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by Owner and Contractor in
advance of the subject Work. Such employees include, without limitation,
superintendents, foremen, safety managers, safety representatives, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on
the Work will be apportioned on the basis of their time spent on the Work. Payroll costs
include, but are not limited to, salaries and wages plus the cost of fringe benefits, which
include social security contributions, unemployment, excise, and payroll taxes, workers’
compensation, health and retirement benefits, sick leave, and vacation and holiday pay
applicable thereto. The expenses of performing Work outside of regular working hours,
on Saturday, Sunday, or legal holidays, will be included in the above to the extent
authorized by Owner.
2.
Cost of all materials and equipment furnished and incorporated in the Work, including
costs of transportation and storage thereof, and Suppliers’ field services required in
connection therewith. All cash discounts accrue to Contractor unless Owner deposits
funds with Contractor with which to make payments, in which case the cash discounts
will accrue to Owner. All trade discounts, rebates, and refunds and returns from sale of
surplus materials and equipment will accrue to Owner, and Contractor shall make
provisions so that they may be obtained.
3.
Payments made by Contractor to Subcontractors for Work performed by Subcontractors.
If required by Owner, Contractor shall obtain competitive bids from subcontractors
acceptable to Owner and Contractor and shall deliver such bids to Owner, which will then
determine, with the advice of Engineer, which bids, if any, will be acceptable. If any
subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work
plus a fee, the Subcontractor’s Cost of the Work and fee will be determined in the same
manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 13.01.
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4.
Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed or retained for services
specifically related to the Work.
5.
Other costs consisting of the following:
a.
The proportion of necessary transportation, travel, and subsistence expenses of
Contractor’s employees incurred in discharge of duties connected with the Work.
b.
Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, which are
consumed in the performance of the Work, and cost, less market value, of such items
used but not consumed which remain the property of Contractor.
1)
In establishing included costs for materials such as scaffolding, plating, or
sheeting, consideration will be given to the actual or the estimated life of the
material for use on other projects; or rental rates may be established on the basis
of purchase or salvage value of such items, whichever is less. Contractor will not
be eligible for compensation for such items in an amount that exceeds the
purchase cost of such item.
c.
Construction Equipment Rental
1)
Rentals of all construction equipment and machinery, and the parts thereof, in
accordance with rental agreements approved by Owner as to price (including any
surcharge or special rates applicable to overtime use of the construction
equipment or machinery), and the costs of transportation, loading, unloading,
assembly, dismantling, and removal thereof. All such costs will be in accordance
with the terms of said rental agreements. The rental of any such equipment,
machinery, or parts must cease when the use thereof is no longer necessary for
the Work.
2)
Costs for equipment and machinery owned by Contractor or a Contractor-related
entity will be paid at a rate shown for such equipment in the equipment rental
rate book specified in the Supplementary Conditions. An hourly rate will be
computed by dividing the monthly rates by 176. These computed rates will
include all operating costs.
3)
With respect to Work that is the result of a Change Order, Change Proposal,
Claim, set-off, or other adjustment in Contract Price (“changed Work”), included
costs will be based on the time the equipment or machinery is in use on the
changed Work and the costs of transportation, loading, unloading, assembly,
dismantling, and removal when directly attributable to the changed Work. The
cost of any such equipment or machinery, or parts thereof, must cease to accrue
when the use thereof is no longer necessary for the changed Work.
d.
Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable, as imposed by Laws and Regulations.
e.
Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them
may be liable, and royalty payments and fees for permits and licenses.
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f.
Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with
the performance of the Work (except losses and damages within the deductible
amounts of builder’s risk or other property insurance established in accordance with
Paragraph 6.04), provided such losses and damages have resulted from causes other
than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable. Such losses
include settlements made with the written consent and approval of Owner. No such
losses, damages, and expenses will be included in the Cost of the Work for the
purpose of determining Contractor’s fee.
g.
The cost of utilities, fuel, and sanitary facilities at the Site.
h.
Minor expenses such as communication service at the Site, express and courier
services, and similar petty cash items in connection with the Work.
i.
The costs of premiums for all bonds and insurance that Contractor is required by the
Contract Documents to purchase and maintain.
C.
Costs Excluded: The term Cost of the Work does not include any of the following items:
1.
Payroll costs and other compensation of Contractor’s officers, executives, principals,
general managers, engineers, architects, estimators, attorneys, auditors, accountants,
purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel
employed by Contractor, whether at the Site or in Contractor’s principal or branch office
for general administration of the Work and not specifically included in the agreed upon
schedule of job classifications referred to in Paragraph 13.01.B.1 or specifically covered
by Paragraph 13.01.B.4. The payroll costs and other compensation excluded here are to
be considered administrative costs covered by the Contractor’s fee.
2.
The cost of purchasing, renting, or furnishing small tools and hand tools.
3.
Expenses of Contractor’s principal and branch offices other than Contractor’s office at the
Site.
4.
Any part of Contractor’s capital expenses, including interest on Contractor’s capital
employed for the Work and charges against Contractor for delinquent payments.
5.
Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable, including
but not limited to, the correction of defective Work, disposal of materials or equipment
wrongly supplied, and making good any damage to property.
6.
Expenses incurred in preparing and advancing Claims.
7.
Other overhead or general expense costs of any kind and the costs of any item not
specifically and expressly included in Paragraph 13.01.B.
D. Contractor’s Fee
1.
When the Work as a whole is performed on the basis of cost-plus-a-fee, then:
a.
Contractor’s fee for the Work set forth in the Contract Documents as of the Effective
Date of the Contract will be determined as set forth in the Agreement.
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b.
for any Work covered by a Change Order, Change Proposal, Claim, set-off, or other
adjustment in Contract Price on the basis of Cost of the Work, Contractor’s fee will be
determined as follows:
1)
When the fee for the Work as a whole is a percentage of the Cost of the Work,
the fee will automatically adjust as the Cost of the Work changes.
2)
When the fee for the Work as a whole is a fixed fee, the fee for any additions or
deletions will be determined in accordance with Paragraph 11.07.C.2.
2.
When the Work as a whole is performed on the basis of a stipulated sum, or any other
basis other than cost-plus-a-fee, then Contractor’s fee for any Work covered by a Change
Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price on the basis
of Cost of the Work will be determined in accordance with Paragraph 11.07.C.2.
E.
Documentation and Audit: Whenever the Cost of the Work for any purpose is to be
determined pursuant to this Article 13, Contractor and pertinent Subcontractors will establish
and maintain records of the costs in accordance with generally accepted accounting practices.
Subject to prior written notice, Owner will be afforded reasonable access, during normal
business hours, to all Contractor’s accounts, records, books, correspondence, instructions,
drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work
and Contractor’s fee. Contractor shall preserve all such documents for a period of three years
after the final payment by Owner. Pertinent Subcontractors will afford such access to Owner,
and preserve such documents, to the same extent required of Contractor.
13.02
Allowances
A.
It is understood that Contractor has included in the Contract Price all allowances so named in
the Contract Documents and shall cause the Work so covered to be performed for such sums
and by such persons or entities as may be acceptable to Owner and Engineer.
B.
Cash Allowances: Contractor agrees that:
1.
the cash allowances include the cost to Contractor (less any applicable trade discounts)
of materials and equipment required by the allowances to be delivered at the Site, and
all applicable taxes; and
2.
Contractor’s costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the cash allowances have been included in
the Contract Price and not in the allowances, and no demand for additional payment for
any of the foregoing will be valid.
C.
Owner’s Contingency Allowance: Contractor agrees that an Owner’s contingency allowance,
if any, is for the sole use of Owner to cover unanticipated costs.
D. Prior to final payment, an appropriate Change Order will be issued as recommended by
Engineer to reflect actual amounts due Contractor for Work covered by allowances, and the
Contract Price will be correspondingly adjusted.
13.03
Unit Price Work
A.
Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal
to the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
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B.
The estimated quantities of items of Unit Price Work are not guaranteed and are solely for
the purpose of comparison of Bids and determining an initial Contract Price. Payments to
Contractor for Unit Price Work will be based on actual quantities.
C.
Each unit price will be deemed to include an amount considered by Contractor to be adequate
to cover Contractor’s overhead and profit for each separately identified item.
D. Engineer will determine the actual quantities and classifications of Unit Price Work performed
by Contractor. Engineer will review with Contractor the Engineer’s preliminary
determinations on such matters before rendering a written decision thereon (by
recommendation of an Application for Payment or otherwise). Engineer’s written decision
thereon will be final and binding (except as modified by Engineer to reflect changed factual
conditions or more accurate data) upon Owner and Contractor, and the final adjustment of
Contract Price will be set forth in a Change Order, subject to the provisions of the following
paragraph.
E.
Adjustments in Unit Price
1.
Contractor or Owner shall be entitled to an adjustment in the unit price with respect to
an item of Unit Price Work if:
a.
the quantity of the item of Unit Price Work performed by Contractor differs materially
and significantly from the estimated quantity of such item indicated in the
Agreement; and
b.
Contractor’s unit costs to perform the item of Unit Price Work have changed
materially and significantly as a result of the quantity change.
2.
The adjustment in unit price will account for and be coordinated with any related changes
in quantities of other items of Work, and in Contractor’s costs to perform such other
Work, such that the resulting overall change in Contract Price is equitable to Owner and
Contractor.
3.
Adjusted unit prices will apply to all units of that item.
ARTICLE 14—TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK
14.01
Access to Work
A.
Owner, Engineer, their consultants and other representatives and personnel of Owner,
independent testing laboratories, and authorities having jurisdiction have access to the Site
and the Work at reasonable times for their observation, inspection, and testing. Contractor
shall provide them proper and safe conditions for such access and advise them of Contractor’s
safety procedures and programs so that they may comply with such procedures and programs
as applicable.
14.02
Tests, Inspections, and Approvals
A.
Contractor shall give Engineer timely notice of readiness of the Work (or specific parts
thereof) for all required inspections and tests, and shall cooperate with inspection and testing
personnel to facilitate required inspections and tests.
B.
Owner shall retain and pay for the services of an independent inspector, testing laboratory,
or other qualified individual or entity to perform all inspections and tests expressly required
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by the Contract Documents to be furnished and paid for by Owner, except that costs incurred
in connection with tests or inspections of covered Work will be governed by the provisions of
Paragraph 14.05.
C.
If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof)
specifically to be inspected, tested, or approved by an employee or other representative of
such public body, Contractor shall assume full responsibility for arranging and obtaining such
inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer
the required certificates of inspection or approval.
D. Contractor shall be responsible for arranging, obtaining, and paying for all inspections and
tests required:
1.
by the Contract Documents, unless the Contract Documents expressly allocate
responsibility for a specific inspection or test to Owner;
2.
to attain Owner’s and Engineer’s acceptance of materials or equipment to be
incorporated in the Work;
3.
by manufacturers of equipment furnished under the Contract Documents;
4.
for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be
incorporated into the Work; and
5.
for acceptance of materials, mix designs, or equipment submitted for approval prior to
Contractor’s purchase thereof for incorporation in the Work.
Such inspections and tests will be performed by independent inspectors, testing laboratories,
or other qualified individuals or entities acceptable to Owner and Engineer.
E.
If the Contract Documents require the Work (or part thereof) to be approved by Owner,
Engineer, or another designated individual or entity, then Contractor shall assume full
responsibility for arranging and obtaining such approvals.
F.
If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of Engineer, Contractor shall, if requested by
Engineer, uncover such Work for observation. Such uncovering will be at Contractor’s expense
unless Contractor had given Engineer timely notice of Contractor’s intention to cover the
same and Engineer had not acted with reasonable promptness in response to such notice.
14.03
Defective Work
A.
Contractor’s Obligation: It is Contractor’s obligation to assure that the Work is not defective.
B.
Engineer’s Authority: Engineer has the authority to determine whether Work is defective, and
to reject defective Work.
C.
Notice of Defects: Prompt written notice of all defective Work of which Owner or Engineer
has actual knowledge will be given to Contractor.
D. Correction, or Removal and Replacement: Promptly after receipt of written notice of defective
Work, Contractor shall correct all such defective Work, whether or not fabricated, installed,
or completed, or, if Engineer has rejected the defective Work, remove it from the Project and
replace it with Work that is not defective.
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E.
Preservation of Warranties: When correcting defective Work, Contractor shall take no action
that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said
Work.
F.
Costs and Damages: In addition to its correction, removal, and replacement obligations with
respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising
out of or relating to defective Work, including but not limited to the cost of the inspection,
testing, correction, removal, replacement, or reconstruction of such defective Work, fines
levied against Owner by governmental authorities because the Work is defective, and the
costs of repair or replacement of work of others resulting from defective Work. Prior to final
payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs,
losses, and damages resulting from defective Work, then Owner may impose a reasonable
set-off against payments due under Article 15.
14.04
Acceptance of Defective Work
A.
If, instead of requiring correction or removal and replacement of defective Work, Owner
prefers to accept it, Owner may do so (subject, if such acceptance occurs prior to final
payment, to Engineer’s confirmation that such acceptance is in general accord with the design
intent and applicable engineering principles, and will not endanger public safety). Contractor
shall pay all claims, costs, losses, and damages attributable to Owner’s evaluation of and
determination to accept such defective Work (such costs to be approved by Engineer as to
reasonableness), and for the diminished value of the Work to the extent not otherwise paid
by Contractor. If any such acceptance occurs prior to final payment, the necessary revisions
in the Contract Documents with respect to the Work will be incorporated in a Change Order.
If the parties are unable to agree as to the decrease in the Contract Price, reflecting the
diminished value of Work so accepted, then Owner may impose a reasonable set-off against
payments due under Article 15. If the acceptance of defective Work occurs after final
payment, Contractor shall pay an appropriate amount to Owner.
14.05
Uncovering Work
A.
Engineer has the authority to require additional inspection or testing of the Work, whether
or not the Work is fabricated, installed, or completed.
B.
If any Work is covered contrary to the written request of Engineer, then Contractor shall, if
requested by Engineer, uncover such Work for Engineer’s observation, and then replace the
covering, all at Contractor’s expense.
C.
If Engineer considers it necessary or advisable that covered Work be observed by Engineer or
inspected or tested by others, then Contractor, at Engineer’s request, shall uncover, expose,
or otherwise make available for observation, inspection, or testing as Engineer may require,
that portion of the Work in question, and provide all necessary labor, material, and
equipment.
1.
If it is found that the uncovered Work is defective, Contractor shall be responsible for all
claims, costs, losses, and damages arising out of or relating to such uncovering, exposure,
observation, inspection, and testing, and of satisfactory replacement or reconstruction
(including but not limited to all costs of repair or replacement of work of others); and
pending Contractor’s full discharge of this responsibility the Owner shall be entitled to
impose a reasonable set-off against payments due under Article 15.
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2.
If the uncovered Work is not found to be defective, Contractor shall be allowed an
increase in the Contract Price or an extension of the Contract Times, directly attributable
to such uncovering, exposure, observation, inspection, testing, replacement, and
reconstruction. If the parties are unable to agree as to the amount or extent thereof, then
Contractor may submit a Change Proposal within 30 days of the determination that the
Work is not defective.
14.06
Owner May Stop the Work
A.
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable
materials or equipment, or fails to perform the Work in such a way that the completed Work
will conform to the Contract Documents, then Owner may order Contractor to stop the Work,
or any portion thereof, until the cause for such order has been eliminated; however, this right
of Owner to stop the Work will not give rise to any duty on the part of Owner to exercise this
right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or
entity, or any surety for, or employee or agent of any of them.
14.07
Owner May Correct Defective Work
A.
If Contractor fails within a reasonable time after written notice from Engineer to correct
defective Work, or to remove and replace defective Work as required by Engineer, then
Owner may, after 7 days’ written notice to Contractor, correct or remedy any such deficiency.
B.
In exercising the rights and remedies under this Paragraph 14.07, Owner shall proceed
expeditiously. In connection with such corrective or remedial action, Owner may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and
equipment stored at the Site or for which Owner has paid Contractor but which are stored
elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees,
Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to
enable Owner to exercise the rights and remedies under this paragraph.
C.
All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights
and remedies under this Paragraph 14.07 will be charged against Contractor as set-offs
against payments due under Article 15. Such claims, costs, losses and damages will include
but not be limited to all costs of repair, or replacement of work of others destroyed or
damaged by correction, removal, or replacement of Contractor’s defective Work.
D. Contractor shall not be allowed an extension of the Contract Times because of any delay in
the performance of the Work attributable to the exercise by Owner of Owner’s rights and
remedies under this Paragraph 14.07.
ARTICLE 15—PAYMENTS TO CONTRACTOR; SET-OFFS; COMPLETION; CORRECTION PERIOD
15.01
Progress Payments
A.
Basis for Progress Payments: The Schedule of Values established as provided in Article 2 will
serve as the basis for progress payments and will be incorporated into a form of Application
for Payment acceptable to Engineer. Progress payments for Unit Price Work will be based on
the number of units completed during the pay period, as determined under the provisions of
Paragraph 13.03. Progress payments for cost-based Work will be based on Cost of the Work
completed by Contractor during the pay period.
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B.
Applications for Payments
1.
At least 20 days before the date established in the Agreement for each progress payment
(but not more often than once a month), Contractor shall submit to Engineer for review
an Application for Payment filled out and signed by Contractor covering the Work
completed as of the date of the Application and accompanied by such supporting
documentation as is required by the Contract Documents.
2.
If payment is requested on the basis of materials and equipment not incorporated in the
Work but delivered and suitably stored at the Site or at another location agreed to in
writing, the Application for Payment must also be accompanied by: (a) a bill of sale,
invoice, copies of subcontract or purchase order payments, or other documentation
establishing full payment by Contractor for the materials and equipment; (b) at Owner’s
request, documentation warranting that Owner has received the materials and
equipment free and clear of all Liens; and (c) evidence that the materials and equipment
are covered by appropriate property insurance, a warehouse bond, or other
arrangements to protect Owner’s interest therein, all of which must be satisfactory to
Owner.
3.
Beginning with the second Application for Payment, each Application must include an
affidavit of Contractor stating that all previous progress payments received by Contractor
have been applied to discharge Contractor’s legitimate obligations associated with prior
Applications for Payment.
4.
The amount of retainage with respect to progress payments will be as stipulated in the
Agreement and N.J.S.A. 40A:11-16.3.
C.
Review of Applications
1.
Engineer will, within 10 days after receipt of each Application for Payment, including each
resubmittal, either indicate in writing a recommendation of payment and present the
Application to Owner, or return the Application to Contractor indicating in writing
Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor
may make the necessary corrections and resubmit the Application.
2.
Engineer’s recommendation of any payment requested in an Application for Payment will
constitute a representation by Engineer to Owner, based on Engineer’s observations of
the executed Work as an experienced and qualified design professional, and on Engineer’s
review of the Application for Payment and the accompanying data and schedules, that to
the best of Engineer’s knowledge, information and belief:
a.
the Work has progressed to the point indicated;
b.
the quality of the Work is generally in accordance with the Contract Documents
(subject to an evaluation of the Work as a functioning whole prior to or upon
Substantial Completion, the results of any subsequent tests called for in the Contract
Documents, a final determination of quantities and classifications for Unit Price Work
under Paragraph 13.03, and any other qualifications stated in the recommendation);
and
c.
the conditions precedent to Contractor’s being entitled to such payment appear to
have been fulfilled in so far as it is Engineer’s responsibility to observe the Work.
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3.
By recommending any such payment Engineer will not thereby be deemed to have
represented that:
a.
inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress,
or involved detailed inspections of the Work beyond the responsibilities specifically
assigned to Engineer in the Contract; or
b.
there may not be other matters or issues between the parties that might entitle
Contractor to be paid additionally by Owner or entitle Owner to withhold payment to
Contractor.
4.
Neither Engineer’s review of Contractor’s Work for the purposes of recommending
payments nor Engineer’s recommendation of any payment, including final payment, will
impose responsibility on Engineer:
a.
to supervise, direct, or control the Work;
b.
for the means, methods, techniques, sequences, or procedures of construction, or
the safety precautions and programs incident thereto;
c.
for Contractor’s failure to comply with Laws and Regulations applicable to
Contractor’s performance of the Work;
d.
to make any examination to ascertain how or for what purposes Contractor has used
the money paid by Owner; or
e.
to determine that title to any of the Work, materials, or equipment has passed to
Owner free and clear of any Liens.
5.
Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s
opinion, it would be incorrect to make the representations to Owner stated in
Paragraph 15.01.C.2.
6.
Engineer will recommend reductions in payment (set-offs) necessary in Engineer’s
opinion to protect Owner from loss because:
a.
the Work is defective, requiring correction or replacement;
b.
the Contract Price has been reduced by Change Orders;
c.
Owner has been required to correct defective Work in accordance with
Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04;
d.
Owner has been required to remove or remediate a Hazardous Environmental
Condition for which Contractor is responsible; or
e.
Engineer has actual knowledge of the occurrence of any of the events that would
constitute a default by Contractor and therefore justify termination for cause under
the Contract Documents.
D. Payment Becomes Due
1.
30 calendar days after the billing date, which shall be the first calendar day of the month,
and presentation of the Application for Payment to Owner with Engineer’s
recommendation, the amount recommended (subject to any Owner set-offs) will become
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due, and when due will be paid by Owner to Contractor in accordance with N.J.S.A.
2A:30A-2.
E.
Reductions in Payment by Owner
1.
In addition to any reductions in payment (set-offs) recommended by Engineer, Owner is
entitled to impose a set-off against payment based on any of the following:
a.
Claims have been made against Owner based on Contractor’s conduct in the
performance or furnishing of the Work, or Owner has incurred costs, losses, or
damages resulting from Contractor’s conduct in the performance or furnishing of the
Work, including but not limited to claims, costs, losses, or damages from workplace
injuries, adjacent property damage, non-compliance with Laws and Regulations, and
patent infringement;
b.
Contractor has failed to take reasonable and customary measures to avoid damage,
delay, disruption, and interference with other work at or adjacent to the Site;
c.
Contractor has failed to provide and maintain required bonds or insurance;
d.
Owner has been required to remove or remediate a Hazardous Environmental
Condition for which Contractor is responsible;
e.
Owner has incurred extra charges or engineering costs related to submittal reviews,
evaluations of proposed substitutes, tests and inspections, or return visits to
manufacturing or assembly facilities;
f.
The Work is defective, requiring correction or replacement;
g.
Owner has been required to correct defective Work in accordance with
Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04;
h.
The Contract Price has been reduced by Change Orders;
i.
An event has occurred that would constitute a default by Contractor and therefore
justify a termination for cause;
j.
Liquidated or other damages have accrued as a result of Contractor’s failure to
achieve Milestones, Substantial Completion, or final completion of the Work;
k.
Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to Owner to secure the satisfaction and
discharge of such Liens; or
l.
Other items entitle Owner to a set-off against the amount recommended.
2.
If Owner imposes any set-off against payment, whether based on its own knowledge or
on the written recommendations of Engineer, Owner will give Contractor immediate
written notice (with a copy to Engineer) stating the reasons for such action and the
specific amount of the reduction, and promptly pay Contractor any amount remaining
after deduction of the amount so withheld. Owner shall promptly pay Contractor the
amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, if
Contractor remedies the reasons for such action. The reduction imposed will be binding
on Contractor unless it duly submits a Change Proposal contesting the reduction.
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3.
Upon a subsequent determination that Owner’s refusal of payment was not justified, the
amount wrongfully withheld will be treated as an amount due as determined by
Paragraph 15.01.D.1 and subject to interest as provided in the Agreement.
15.02
Contractor’s Warranty of Title
A.
Contractor warrants and guarantees that title to all Work, materials, and equipment furnished
under the Contract will pass to Owner free and clear of (1) all Liens and other title defects,
and (2) all patent, licensing, copyright, or royalty obligations, no later than 7 days after the
time of payment by Owner.
15.03
Substantial Completion
A.
When Contractor considers the entire Work ready for its intended use Contractor shall notify
Owner and Engineer in writing that the entire Work is substantially complete and request that
Engineer issue a certificate of Substantial Completion. Contractor shall at the same time
submit to Owner and Engineer an initial draft of punch list items to be completed or corrected
before final payment.
B.
Promptly after Contractor’s notification, Owner, Contractor, and Engineer shall make an
inspection of the Work to determine the status of completion. If Engineer does not consider
the Work substantially complete, Engineer will notify Contractor in writing giving the reasons
therefor.
C.
If Engineer considers the Work substantially complete, Engineer will deliver to Owner a
preliminary certificate of Substantial Completion which will fix the date of Substantial
Completion. Engineer shall attach to the certificate a punch list of items to be completed or
corrected before final payment. Owner shall have 7 days after receipt of the preliminary
certificate during which to make written objection to Engineer as to any provisions of the
certificate or attached punch list. If, after considering the objections to the provisions of the
preliminary certificate, Engineer concludes that the Work is not substantially complete,
Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify
Contractor in writing that the Work is not substantially complete, stating the reasons therefor.
If Owner does not object to the provisions of the certificate, or if despite consideration of
Owner’s objections Engineer concludes that the Work is substantially complete, then
Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final
certificate of Substantial Completion (with a revised punch list of items to be completed or
corrected) reflecting such changes from the preliminary certificate as Engineer believes
justified after consideration of any objections from Owner.
D. At the time of receipt of the preliminary certificate of Substantial Completion, Owner and
Contractor will confer regarding Owner’s use or occupancy of the Work following Substantial
Completion, review the builder’s risk insurance policy with respect to the end of the builder’s
risk coverage, and confirm the transition to coverage of the Work under a permanent
property insurance policy held by Owner. Unless Owner and Contractor agree otherwise in
writing, Owner shall bear responsibility for security, operation, protection of the Work,
property insurance, maintenance, heat, and utilities upon Owner’s use or occupancy of the
Work.
E.
After Substantial Completion the Contractor shall promptly begin work on the punch list of
items to be completed or corrected prior to final payment. In appropriate cases Contractor
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may submit monthly Applications for Payment for completed punch list items, following the
progress payment procedures set forth above.
F.
Owner shall have the right to exclude Contractor from the Site after the date of Substantial
Completion subject to allowing Contractor reasonable access to remove its property and
complete or correct items on the punch list.
15.04
Partial Use or Occupancy
A.
Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially
completed part of the Work which has specifically been identified in the Contract Documents,
or which Owner, Engineer, and Contractor agree constitutes a separately functioning and
usable part of the Work that can be used by Owner for its intended purpose without
significant interference with Contractor’s performance of the remainder of the Work, subject
to the following conditions:
1.
At any time, Owner may request in writing that Contractor permit Owner to use or occupy
any such part of the Work that Owner believes to be substantially complete. If and when
Contractor agrees that such part of the Work is substantially complete, Contractor,
Owner, and Engineer will follow the procedures of Paragraph 15.03.A through 15.03.E for
that part of the Work.
2.
At any time, Contractor may notify Owner and Engineer in writing that Contractor
considers any such part of the Work substantially complete and request Engineer to issue
a certificate of Substantial Completion for that part of the Work.
3.
Within a reasonable time after either such request, Owner, Contractor, and Engineer shall
make an inspection of that part of the Work to determine its status of completion. If
Engineer does not consider that part of the Work to be substantially complete, Engineer
will notify Owner and Contractor in writing giving the reasons therefor. If Engineer
considers that part of the Work to be substantially complete, the provisions of
Paragraph 15.03 will apply with respect to certification of Substantial Completion of that
part of the Work and the division of responsibility in respect thereof and access thereto.
4.
No use or occupancy or separate operation of part of the Work may occur prior to
compliance with the requirements of Paragraph 6.04 regarding builder’s risk or other
property insurance.
15.05
Final Inspection
A.
Upon written notice from Contractor that the entire Work or an agreed portion thereof is
complete, Engineer will promptly make a final inspection with Owner and Contractor and will
notify Contractor in writing of all particulars in which this inspection reveals that the Work, or
agreed portion thereof, is incomplete or defective. Contractor shall immediately take such
measures as are necessary to complete such Work or remedy such deficiencies.
15.06
Final Payment
A.
Application for Payment
1.
After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections
identified during the final inspection and has delivered, in accordance with the Contract
Documents, all maintenance and operating instructions, schedules, guarantees, bonds,
certificates or other evidence of insurance, certificates of inspection, annotated record
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documents (as provided in Paragraph 7.12), and other documents, Contractor may make
application for final payment.
2.
The final Application for Payment must be accompanied (except as previously delivered)
by:
a.
all documentation called for in the Contract Documents;
b.
consent of the surety, if any, to final payment;
c.
satisfactory evidence that all title issues have been resolved such that title to all Work,
materials, and equipment has passed to Owner free and clear of any Liens or other
title defects, or will so pass upon final payment.
d.
a list of all duly pending Change Proposals and Claims; and
e.
complete and legally effective releases or waivers (satisfactory to Owner) of all Lien
rights arising out of the Work, and of Liens filed in connection with the Work.
3.
In lieu of the releases or waivers of Liens specified in Paragraph 15.06.A.2 and as approved
by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor
that: (a) the releases and receipts include all labor, services, material, and equipment for
which a Lien could be filed; and (b) all payrolls, material and equipment bills, and other
indebtedness connected with the Work for which Owner might in any way be responsible,
or which might in any way result in liens or other burdens on Owner's property, have been
paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release
or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner
to indemnify Owner against any Lien, or Owner at its option may issue joint checks
payable to Contractor and specified Subcontractors and Suppliers.
B.
Engineer’s Review of Final Application and Recommendation of Payment: If, on the basis of
Engineer’s observation of the Work during construction and final inspection, and Engineer’s
review of the final Application for Payment and accompanying documentation as required by
the Contract Documents, Engineer is satisfied that the Work has been completed and
Contractor’s other obligations under the Contract have been fulfilled, Engineer will, within 10
days after receipt of the final Application for Payment, indicate in writing Engineer’s
recommendation of final payment and present the final Application for Payment to Owner
for payment. Such recommendation will account for any set-offs against payment that are
necessary in Engineer’s opinion to protect Owner from loss for the reasons stated above with
respect to progress payments. Otherwise, Engineer will return the Application for Payment to
Contractor, indicating in writing the reasons for refusing to recommend final payment, in
which case Contractor shall make the necessary corrections and resubmit the Application for
Payment.
C.
Notice of Acceptability: In support of its recommendation of payment of the final Application
for Payment, Engineer will also give written notice to Owner and Contractor that the Work is
acceptable, subject to stated limitations in the notice and to the provisions of
Paragraph 15.07.
D. Completion of Work: The Work is complete (subject to surviving obligations) when it is ready
for final payment as established by the Engineer’s written recommendation of final payment
and issuance of notice of the acceptability of the Work.
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E.
Final Payment Becomes Due: Upon receipt from Engineer of the final Application for Payment
and accompanying documentation, Owner shall set off against the amount recommended by
Engineer for final payment any further sum to which Owner is entitled, including but not
limited to set-offs for liquidated damages and set-offs allowed under the provisions of this
Contract with respect to progress payments. Owner shall pay the resulting balance due to
Contractor within 30 days of Owner’s receipt of the final Application for Payment from
Engineer.
15.07
Waiver of Claims
A.
By making final payment, Owner waives its claim or right to liquidated damages or other
damages for late completion by Contractor, except as set forth in an outstanding Claim,
appeal under the provisions of Article 17, set-off, or express reservation of rights by Owner.
Owner reserves all other claims or rights after final payment.
B.
The acceptance of final payment by Contractor will constitute a waiver by Contractor of all
claims and rights against Owner other than those pending matters that have been duly
submitted as a Claim, or appealed under the provisions of Article 17.
15.08
Correction Period
A.
If within one year after the date of Substantial Completion (or such longer period of time as
may be prescribed by the Supplementary Conditions or the terms of any applicable special
guarantee required by the Contract Documents), Owner gives Contractor written notice that
any Work has been found to be defective, or that Contractor’s repair of any damages to the
Site or adjacent areas has been found to be defective, then after receipt of such notice of
defect Contractor shall promptly, without cost to Owner and in accordance with Owner’s
written instructions:
1.
correct the defective repairs to the Site or such adjacent areas;
2.
correct such defective Work;
3.
remove the defective Work from the Project and replace it with Work that is not
defective, if the defective Work has been rejected by Owner, and
4.
satisfactorily correct or repair or remove and replace any damage to other Work, to the
work of others, or to other land or areas resulting from the corrective measures.
B.
Owner shall give any such notice of defect within 60 days of the discovery that such Work or
repairs is defective. If such notice is given within such 60 days but after the end of the
correction period, the notice will be deemed a notice of defective Work under
Paragraph 7.17.B.
C.
If, after receipt of a notice of defect within 60 days and within the correction period,
Contractor does not promptly comply with the terms of Owner’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, Owner may have the
defective Work corrected or repaired or may have the rejected Work removed and replaced.
Contractor shall pay all costs, losses, and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other professionals and all court or arbitration
or other dispute resolution costs) arising out of or relating to such correction or repair or such
removal and replacement (including but not limited to all costs of repair or replacement of
work of others). Contractor’s failure to pay such costs, losses, and damages within 10 days of
invoice from Owner will be deemed the start of an event giving rise to a Claim under
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Paragraph 12.01.B, such that any related Claim must be brought within 30 days of the failure
to pay.
D. In special circumstances where a particular item of equipment is placed in continuous service
before Substantial Completion of all the Work, the correction period for that item may start
to run from an earlier date if so provided in the Specifications.
E.
Where defective Work (and damage to other Work resulting therefrom) has been corrected
or removed and replaced under this paragraph, the correction period hereunder with respect
to such Work will be extended for an additional period of one year after such correction or
removal and replacement has been satisfactorily completed.
F.
Contractor’s obligations under this paragraph are in addition to all other obligations and
warranties. The provisions of this paragraph are not to be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
ARTICLE 16—SUSPENSION OF WORK AND TERMINATION
16.01
Owner May Suspend Work
A.
At any time and without cause, Owner may suspend the Work or any portion thereof for a
period of not more than 90 consecutive days by written notice to Contractor and Engineer.
Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work
on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an
extension of the Contract Times directly attributable to any such suspension. Any Change
Proposal seeking such adjustments must be submitted no later than 30 days after the date
fixed for resumption of Work.
16.02
Owner May Terminate for Cause
A.
The occurrence of any one or more of the following events will constitute a default by
Contractor and justify termination for cause:
1.
Contractor’s persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, or failure to adhere to the Progress Schedule);
2.
Failure of Contractor to perform or otherwise to comply with a material term of the
Contract Documents;
3.
Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; or
4.
Contractor’s repeated disregard of the authority of Owner or Engineer.
B.
If one or more of the events identified in Paragraph 16.02.A occurs, then after giving
Contractor (and any surety) 10 days’ written notice that Owner is considering a declaration
that Contractor is in default and termination of the Contract, Owner may proceed to:
1.
declare Contractor to be in default, and give Contractor (and any surety) written notice
that the Contract is terminated; and
2.
enforce the rights available to Owner under any applicable performance bond.
C.
Subject to the terms and operation of any applicable performance bond, if Owner has
terminated the Contract for cause, Owner may exclude Contractor from the Site, take
possession of the Work, incorporate in the Work all materials and equipment stored at the
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Site or for which Owner has paid Contractor but which are stored elsewhere, and complete
the Work as Owner may deem expedient.
D. Owner may not proceed with termination of the Contract under Paragraph 16.02.B if
Contractor within 7 days of receipt of notice of intent to terminate begins to correct its failure
to perform and proceeds diligently to cure such failure.
E.
If Owner proceeds as provided in Paragraph 16.02.B, Contractor shall not be entitled to
receive any further payment until the Work is completed. If the unpaid balance of the
Contract Price exceeds the cost to complete the Work, including all related claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals) sustained by Owner, such excess will be paid to
Contractor. If the cost to complete the Work including such related claims, costs, losses, and
damages exceeds such unpaid balance, Contractor shall pay the difference to Owner. Such
claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their
reasonableness and, when so approved by Engineer, incorporated in a Change Order. When
exercising any rights or remedies under this paragraph, Owner shall not be required to obtain
the lowest price for the Work performed.
F.
Where Contractor’s services have been so terminated by Owner, the termination will not
affect any rights or remedies of Owner against Contractor then existing or which may
thereafter accrue, or any rights or remedies of Owner against Contractor or any surety under
any payment bond or performance bond. Any retention or payment of money due Contractor
by Owner will not release Contractor from liability.
G. If and to the extent that Contractor has provided a performance bond under the provisions
of Paragraph 6.01.A, the provisions of that bond will govern over any inconsistent provisions
of Paragraphs 16.02.B and 16.02.D.
16.03
Owner May Terminate for Convenience
A.
Upon 7 days’ written notice to Contractor and Engineer, Owner may, without cause and
without prejudice to any other right or remedy of Owner, terminate the Contract. In such
case, Contractor shall be paid for (without duplication of any items):
1.
completed and acceptable Work executed in accordance with the Contract Documents
prior to the effective date of termination, including fair and reasonable sums for overhead
and profit on such Work;
2.
expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and reasonable sums for overhead and
profit on such expenses; and
3.
other reasonable expenses directly attributable to termination, including costs incurred
to prepare a termination for convenience cost proposal.
B.
Contractor shall not be paid for any loss of anticipated profits or revenue, post-termination
overhead costs, or other economic loss arising out of or resulting from such termination.
16.04
Contractor May Stop Work or Terminate
A.
If, through no act or fault of Contractor, (1) the Work is suspended for more than 90
consecutive days by Owner or under an order of court or other public authority, or (2)
EJCDC® C-700, Standard General Conditions of the Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 69 of 71
Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (3)
Owner fails for 30 days to pay Contractor any sum finally determined to be due, then
Contractor may, upon 7 days’ written notice to Owner and Engineer, and provided Owner or
Engineer do not remedy such suspension or failure within that time, terminate the contract
and recover from Owner payment on the same terms as provided in Paragraph 16.03.
B.
In lieu of terminating the Contract and without prejudice to any other right or remedy, if
Engineer has failed to act on an Application for Payment within 30 days after it is submitted,
or Owner has failed for 30 days to pay Contractor any sum finally determined to be due,
Contractor may, 7 days after written notice to Owner and Engineer, stop the Work until
payment is made of all such amounts due Contractor, including interest thereon. The
provisions of this paragraph are not intended to preclude Contractor from submitting a
Change Proposal for an adjustment in Contract Price or Contract Times or otherwise for
expenses or damage directly attributable to Contractor’s stopping the Work as permitted by
this paragraph.
ARTICLE 17—FINAL RESOLUTION OF DISPUTES
17.01
Methods and Procedures
A.
Disputes Subject to Final Resolution: The following disputed matters are subject to final
resolution under the provisions of this article:
1.
A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full,
pursuant to Article 12; and
2.
Disputes between Owner and Contractor concerning the Work, or obligations under the
Contract Documents, that arise after final payment has been made.
B.
Final Resolution of Disputes: For any dispute subject to resolution under this article, Owner or
Contractor may:
1.
elect in writing to invoke the dispute resolution process provided for in the
Supplementary Conditions;
2.
agree with the other party to submit the dispute to another dispute resolution process;
or
3.
if no dispute resolution process is provided for in the Supplementary Conditions or
mutually agreed to, give written notice to the other party of the intent to submit the
dispute to a court of competent jurisdiction.
C.
All claims and disputes shall be resolved in accordance with the process of alternative dispute
resolution set forth in N.J.S.A. 2A: 30A-2. The process of alternative dispute resolution
required in connection with this Project shall be non-binding and shall be a condition
EJCDC® C-700, Standard General Conditions of the Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 70 of 71
precedent to the institution of litigation to adjudicate the matter in dispute by either the
Owner or the Contractor.
ARTICLE 18—MISCELLANEOUS
18.01
Giving Notice
A.
Whenever any provision of the Contract requires the giving of written notice to Owner,
Engineer, or Contractor, it will be deemed to have been validly given only if delivered:
1.
in person, by a commercial courier service or otherwise, to the recipient’s place of
business;
2.
by registered or certified mail, postage prepaid, to the recipient’s place of business; or
3.
by e-mail to the recipient, with the words “Formal Notice” or similar in the e-mail’s subject
line.
18.02
Computation of Times
A.
When any period of time is referred to in the Contract by days, it will be computed to exclude
the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction,
such day will be omitted from the computation.
18.03
Cumulative Remedies
A.
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in
any way as a limitation of, any rights and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or
by other provisions of the Contract. The provisions of this paragraph will be as effective as if
repeated specifically in the Contract Documents in connection with each particular duty,
obligation, right, and remedy to which they apply.
18.04
Limitation of Damages
A.
With respect to any and all Change Proposals, Claims, disputes subject to final resolution, and
other matters at issue, neither Owner nor Engineer, nor any of their officers, directors,
members, partners, employees, agents, consultants, or subcontractors, shall be liable to
Contractor for any claims, costs, losses, or damages sustained by Contractor on or in
connection with any other project or anticipated project.
18.05
No Waiver
A.
A party’s non-enforcement of any provision will not constitute a waiver of that provision, nor
will it affect the enforceability of that provision or of the remainder of this Contract.
18.06
Survival of Obligations
A.
All representations, indemnifications, warranties, and guarantees made in, required by, or
given in accordance with the Contract, as well as all continuing obligations indicated in the
Contract, will survive final payment, completion, and acceptance of the Work or termination
of the Contract or of the services of Contractor.
EJCDC® C-700, Standard General Conditions of the Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 71 of 71
18.07
Controlling Law
A.
This Contract is to be governed by the law of the state in which the Project is located.
18.08
Assignment of Contract
A.
Unless expressly agreed to elsewhere in the Contract, no assignment by a party to this
Contract of any rights under or interests in the Contract will be binding on the other party
without the written consent of the party sought to be bound; and, specifically but without
limitation, money that may become due and money that is due may not be assigned without
such consent (except to the extent that the effect of this restriction may be limited by law),
and unless specifically stated to the contrary in any written consent to an assignment, no
assignment will release or discharge the assignor from any duty or responsibility under the
Contract.
18.09
Successors and Assigns
A.
Owner and Contractor each binds itself, its successors, assigns, and legal representatives to
the other party hereto, its successors, assigns, and legal representatives in respect to all
covenants, agreements, and obligations contained in the Contract Documents.
18.10
Headings
A.
Article and paragraph headings are inserted for convenience only and do not constitute parts
of these General Conditions.
SUPPLEMENTARY CONDITIONS
SC 1 | 6
Supplementary Conditions
SC-1
Project Site – Township of Cranford, New Jersey:
a. Pawnee Road (dead end to Springfield Avenue);
b. North Lehigh Avenue (Centennial Avenue to dead end);
c. Edgebrook Place (Elm Street to North Lehigh Avenue);
d. Wall Street (Munsee Drive to Centennial Avenue);
e. Watchung Avenue (Cranford Avenue to dead end);
f. Cranford Avenue (Watchung Avenue to Birchwood Avenue);
g. Albany Avenue (Cranford Avenue to Bloomingdale Avenue);
h. Sailer Street (Wade Avenue to dead end);
i. Yarmouth Road (Munsee Drive to Samoset Road);
j. Samoset Road (Yarmouth Road to Munsee Drive);
k. Myrtle Street (Baltimore Avenue to Amsterdam Avenue);
l. Brookdale Road (Glenwood Road to Edgewood Road);
m. Glenwood Road (Venetia Avenue to Herning Avenue).
The Contractor shall note that not all the roads scheduled in the proposal have
corresponding dimension plan sheets, but, generally, all quantities for the proposed
work are included in the proposal form.
SC-2
The project primarily consists of roadway improvements to various streets in the
Township of Cranford as delineated on the Construction Plans. More specifically, work
shall include HMA milling and paving, full depth pavement repair, construction of
accessible curb ramps, reconstruction of curbs and driveway aprons, installation of
bicycle safe grates/eco curb pieces, striping and signage upgrades, site restoration and
all other improvements depicted within the Bid Documents.
SC-3
This project intersects county routes. The Contractor shall acquire all necessary county
permits. The following streets are county roads:
a. Springfield Avenue (CR 615)
b. Centennial Avenue (CR 615)
SC-4
Electric Service and Water Service Coordination and applications with the Utility
companies are the Contractor’s responsibility.
SC-5
Time of Completion: Substantial Completion must be achieved within seventy-five (75)
days following the Notice to Proceed.
SC-6
The Contractor is to ensure that all areas to be paved, whether roadway, sidewalk, or
driveway, will have positive drainage so that ponding does not result.
SC-7
Sidewalk cross-slope must not be less than a half percent (0.5%), must not exceed two
percent (2%) and must conform to ADA requirements. The cross-slope requirements
shall apply in all locations, including locations where the sidewalk crosses a driveway.
SC 2 | 6
SC-8
All regulatory and warning signs shall meet the design and installation requirements
of the MUTCD. All post mounted signs shall be mounted on breakaway signposts
according to the Construction Details. The Contractor must install anchor posts in
accordance with NJDOT Construction Details. Soil anchor plate must be attached to all
anchor posts.
SC-9
The Contractor is responsible for all sawcutting, trenching, removal and legal disposal
of any asphalt and/or concrete to be removed as part of these improvements. Include
costs in Clearing Site pay item.
SC-10
The Contractor shall repair or reconstruct any landscape areas or other site features
as required to construct the proposed improvements.
SC-11
All existing grates and castings are the property of the municipality or respective utility
authority. All existing grates, castings and metal plates that are to be removed or
replaced as part of the project improvements shall be returned to the Township of
Cranford Department of Public Works.
SC-12
The Contractor shall clean the existing inlets from leaves, silt and debris prior to
providing repair of interior of drainage structure. Include cost under Clearing Site pay
item.
SC-13
The Contractor shall be responsible for confirming the size of existing drainage
structures in the field and properly sizing Bicycle Safe Grates (Phase II Stormwater
Compliant Grates) and Curb Pieces (NJDEP Type ‘N’ Eco) to be replaced as annotated
on the construction plans.
SC-14
The Contractor shall maintain depressed curb at existing driveways unless indicated
on the plan set.
SC-15
The Contractor shall exercise caution when constructing curb ramps next to the
existing street sign markers to prevent damage to the existing structures.
SC-16
Concrete curb and gutter with asphalt overlay shall be sawcut and removed in its
entirety. Full depth repairs of the concrete gutter shall be paid under the Full Depth
Concrete Pavement Repair, HMA pay item.
SC-17
Contractor shall install one (1) W5-1 with an object marker OM3-R mounted
underneath at minimum height of eight feet (8’), and one (1) W5-1 warning sign on
Cranford Avenue. The Contractor shall refer to Dimension Plans, sheets 9 and 10 of
27, for exact location.
SC-18
The Contractor is to ensure that all flush curb constructed for ADA ramps is 9” x 18”
concrete vertical curb.
SC-19
Not all driveway aprons that are scheduled to be replaced are depicted on the
SC 3 | 6
Construction Plans. The additional driveway aprons are located at the following
addresses:
205 Sailer Street;
207 Sailer Street;
209 Sailer Street;
212 Sailer Street;
214 Sailr Street;
216 Sailer Street;
221 Sailer Street;
38 Munsee Drive;
7 Yarmouth Road;
14 Samoset Road;
6 Samoset Road;
5 Samoset Road;
119 Glenwood Road;
117 Glenwood Road;
116 Glenwood Road;
114 Glenwood Road;
113 Glenwood Road;
107 Glenwood Road;
103 Glenwood Road;
85 Glenwood Road.
The Contractor is to repair asphalt aprons with damaged depressed curb or with no
depressed curb up to the nearest edge of the sidewalk or as directed by the Engineer.
Contractor to confirm locations in the field with the Engineer prior to construction.
SC-20
The Contractor is to reconstruct ADA ramps where shown on the paving limits maps.
SC-21
The Contractor is to eliminate ponding at northeast side of 221 Sailer Street and to
ensure positive storm gutter water flow to the nearest inlet. The Contractor shall also
replace ten-foot (10’) of the 2” diameter PVC pipe going through curb in front 221 Sailer
Street. Cost for the pipe shall be included under 9” x 18” Concrete Vertical Curb pay
item.
SC-22
The Contractor shall inspect the concrete formwork prior to pouring concrete to
ensure that the sidewalk cross slope is at a uniform smooth grade, maintaining
drainage toward the street, and longitudinally along the travel path.
SC-23
The Contractor shall exercise extreme care in removing concrete or asphalt within the
existing tree root zone. Any excavation within the root zone shall be done by hand or
appropriate air-spade equipment. Root pruning or cutting is strictly prohibited. The
Contractor shall also minimize soil compaction within the root zone area. The
excavation within the root zone area shall be backfilled immediately to prevent root
suffocation.
SC 4 | 6
SC-24
The Contractor shall take extra caution when demolishing existing sidewalk and
pouring proposed sidewalk around all existing water valves, gas valves, oil tank fills,
vents, monitoring wells, etc. Any damage to or covering/burying of any of the
aforementioned items shall be replaced by the Contractor at no additional cost to the
Owner.
SC-25
All full-depth construction areas will ultimately be determined during construction
after milling.
SC-26
The use of a nuclear gauge density meter is recommended during construction to
assist in compaction; however, only asphalt core test results will determine whether
air void requirements were met.
SC-27
The Contractor shall install traffic stripes within no more than 48-hours of the road
being paved.
SC-28
Should the Contractor suspect that excavated material is impacted or contaminated,
the Contractor shall alert the Engineer and stop excavation of the material. The
Contractor shall then cover the open trench with a steel plate and provide/perform
anything necessary to ensure the work area is left in a safe condition, then mobilize to
perform work on another area of the proposed improvements. No separate payment
shall be made for the above, include cost in the various items scheduled in the
proposal.
SC-29
Any restoration required outside of the Right-of-Way must be completed immediately
after the proposed improvements are completed for that specific area.
SC-30
The Contractor is responsible for verifying the presence and absence of loop
detectors. If loop detectors are damaged within the project, the Contractor is
responsible for the replacement of same and the coordination with the appropriate
Departments.
SC-31
The Contractor is responsible for coordinating any utility relocations required due to
conflicts with the appropriate utility company. No separate payment shall be made for
any utility coordination.
SC-32
Electric Service and Water Service Coordination for temporary utility service for the
Contractor’s use and associated applications with the Utility companies are the
Contractor’s responsibility.
SC-33
Work Hours: 7:00 A.M. - 5:00 P.M.
SC-34
Photographs of Existing Site Conditions: The Contractor shall take photographs of the
Project Site prior to the start of work.
SC-35
Utility Mark-Out: Contractor is responsible for all utility mark-outs necessary on each
job site.
SC 5 | 6
SC-36
Notices to Residents and Businesses: At least 72 hours prior to the start of work, the
Contractor shall provide written notice to all residents and businesses within the
project site.
SC-37
Inspection: The Contractor shall notify the Engineer at least 48 hours in advance of the
need for an inspection.
SC-38
Storage of Materials is not permitted within the public right-of-way. Contractor is
responsible to secure area of storage of materials.
SC-39
Maintenance and Protection of Traffic: The Contractor is responsible for installing
traffic control and traffic protection devices as specified and/or directed by the
Engineer and Police Department. All traffic control devices installed shall be in
accordance with the New Jersey Department of Transportation and Manual on
Uniform Traffic Control Devices, as currently amended.
SC-40
Access: The Contractor shall maintain vehicular and pedestrian access to all residential
and business driveways and walks for the duration of the project. In addition, the
Contractor shall ensure access is maintained for emergency Fire and Ambulance
vehicles for the duration of the project.
SC-41
Soil Erosion and Sediment Control Measures must be installed and maintained by the
Contractor throughout the construction process per the local Soil Erosion and
Sediment Control District.
SC-42
Site Cleanliness: The Contractor shall maintain a safe and clean project site. At the end
of each working day, all materials and equipment shall be secured within the project
site as authorized by the Owner. In addition, the Contractor shall sweep and clean
adjacent walks, driveways and pavement areas and ensure the area is free of dust, silt,
and debris.
SC-43
Progress Payments: The Contractor shall submit progress payments along with
Certified Payroll reports to the Engineer in accordance with the procedure outlined in
the Contract. Progress payments will not be processed until such time that the
Contractor submits Certified Payroll reports to the Engineer.
SC-44
Fuel and Asphalt Price Adjustments: This project is subject to New Jersey Law
requirements for Fuel and Asphalt Price Adjustments. Adjustments shall be calculated
and paid in accordance with the New Jersey Department of Transportation Standard
Specifications for Roads and Bridges, as currently amended.
SC-45
Retainage: 2% retainage shall be held on projects with a total value greater than
$100,000.00, projects less than $100,000.00 shall have a retainage held in the amount
of 10%.
SC-46
A maintenance bond in the amount of 100% of the final construction cost and valid for
SC 6 | 6
a period of two (2) years is required for this project.
SC-47
Pre-Construction
Meeting:
Before
construction
is
started,
pre-construction
conferences are to be held. During the first conference the Owner, his Engineer, and
the Contractor will discuss the procedures to be followed by the Contractor during the
construction process. Upon award from the City, the contracts will be forwarded to
the Contractor for his signatures. At the pre-construction meeting, the Contractor is
required to submit the executed Contract Documents, Affirmative Action Forms,
Performance Bond, Certificate of Liability and Workmen’s Compensation Insurance,
and Construction Schedule.
SC-48
The Contractor is required to begin work within ten (10) days, Saturdays, Sundays and
holidays excepted, of Contractor’s receipt of written Notice to Proceed issued by the
Owner.
SC-49
The Contractor must provide a copy of his W-9 Forms prior to the issuance of his
Notice to Proceed.
SC-50
The Contractor and all sub-contractors shall be registered with the NJ Department of
Labor & Workforce Development and provide proof of the Public Works Contractor
Registration. All Public Works Contractor Registrations shall be maintained for the
duration of the project.
SC-51
This Project is funded by the Township of Cranford.
STANDARD SPECIFICATIONS
SS 1 | 1
STANDARD SPECIFICATIONS
The Standard Specifications for Road and Bridge Construction of New Jersey Department of Transportation, latest
edition, (Standard Specifications) as added to and/or amended elsewhere herein by the Notice to Bidders
(Advertisement), Form of Proposal, Instructions to Bidders, General Conditions, Special Provisions, Project Plans,
and Supplementary Specifications; shall, insofar as technical requirements are involved, govern in the execution of
this project.
Such Standard Specifications are made a part of these Specifications by this reference and will not be repeated
herein except for restating of the pay items in the proposal. It is the responsibility of prospective bidders to
familiarize themselves with the Standard Specifications, copies of which may be examined on-line
(https://www.state.nj.us/transportation/eng/specs/2019/Division.shtml) or at the office of the Engineer and may be
obtained, upon payment of the cost thereof, from:
Department of Transportation
State of New Jersey
1035 Parkway Avenue
Trenton, New Jersey 08625
The Notice to Bidders (Advertisement), Form of Proposal, Instructions to Bidders, General Conditions, Special
Provisions, Project Plans and/or Supplementary Specifications shall govern and prevail in the case of conflict
between them and the Standard Specifications.
In the Standard Specifications the words "COMMISSIONER" or, "DEPARTMENT" shall refer to and mean the
person, persons, body, board or agent legally empowered to enter into contracts and otherwise legally act for the
OWNER. The word "STATE" shall refer to and mean the professional engineering representative of the OWNER
as hereinbefore defined and the word "ENGINEER" shall refer to and mean the professional engineering
representative of the OWNER as hereinbefore defined and the word "INSPECTOR" shall mean the authorized
project representative of the Engineer with the authority as hereinbefore defined. The word "LABORATORY" shall
mean and refer to the Engineer who may, at his discretion, and with the consent of the OWNER, employ qualified
technical personnel or testing laboratories to assist him in fulfilling the duties normally assigned to the
"LABORATORY" in these Standard Specifications.
When reference is made herein to the bulletins, standards, specifications, publications or requirements of the
American Association of State Highway and Transportation Officials (AASHTO), the American Concrete Institute
(ACI), the American Society of Civil Engineers (ASCE) or similar national or regional societies, associations,
institutes or organizations, the requirements of the bulletins, specifications, publications or requirements referred to
shall be considered a part of these Specifications by such reference and shall not be repeated herein but shall have
the same impact and be as binding as if herein set forth in full.
STANDARD DETAILS
New Jersey Department of Transportation standard construction/traffic control/bridge details booklet dated 2016 (or
most recent revision) are applicable to this project and by this reference are made part hereto.
State of New Jersey
Department of Transportation
Special Provisions
SP-1 of SP-30
SPECIAL PROVISIONS
FOR
2022 CAPITAL ROAD IMPROVEMENTS
IN THE TOWNSHIP OF CRANFORD
COUNTY OF UNION
AUTHORIZATION OF CONTRACT
The contract for this project is authorized by the provisions of local public contracts law, NJSA 40A: 11-1 et seq.
SPECIFICATIONS TO BE USED
The 2019 Standard Specifications for Road and Bridge Construction, of the New Jersey Department of Transportation
(Department) as amended herein will govern the construction of this Project.
WAGE RATES
The contractor shall pay the minimum wage rates determined by the New Jersey Department of Labor.
State wage rates may be obtained from the New Jersey Department of Labor & Workforce Development (Telephone:
609-292-2259)
or
by
accessing
the
Department
of
Labor
&
Workforce
Development’s
website
at
http://lwd.dol.state.nj.us/labor/wagehour/wagerate/prevailing_wage_determinations.html. The State wage rates in effect
at the time of award are part of this Contract, pursuant to Chapter 150, Laws of 1963 (N.J.S.A. 34:11-56.25 et seq.).
In the event it is found that any employee of the contractor or any subcontractor covered by the contract, has been paid a
rate of wages less than the minimum wage required to be paid by the contract, the contracting agency may terminate the
contractor's or subcontractor's right to proceed with the work, or such part of the work, as to which there has been a
failure to pay required wages and to prosecute the work to completion or otherwise. The contractor and his sureties shall
be liable to the contracting agency for any excess costs occasioned thereby.
GENERAL
Payment for a pay item in the proposal includes all the compensation that will be made for the work of that item as
described in the contract documents unless the "measurement and payment" clause provides that certain work essential to
that item will be paid for under another pay item.
Whenever any section, subsection, subpart or subheading is amended by such terms as changed to, deleted or added it is
construed to mean that it amends that section, subsection, subpart or subheading of the 2019 Standard Specifications
unless otherwise noted.
Whenever reference to page number is made, it is construed to refer to the 2019 Standard Specifications unless otherwise
noted.
Henceforth in this supplementary specification whenever reference to the State, Department, ME, RE or Inspector is
made, it is construed to mean the particular municipality or county executing this contract.
SP-2 of SP-30
DIVISION 100 - GENERAL PROVISIONS
--------------------------------
THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS ARE DELETED:
SECTION 101 - GENERAL INFORMATION
SECTION 102 - BIDDING REQUIREMENTS AND CONDITIONS
SECTION 103 - AWARD AND EXECUTION OF CONTRACT
SECTION 104 - SCOPE OF WORK
SECTION 105 - CONTROL OF WORK
SECTION 106 – CONTROL OF MATERIAL
THE SECTION HEADING IS CHANGED TO:
SECTION 106 – CONTROL OF MATERIAL AND EQUIPMENT
SECTION 107 - LEGAL RELATIONS
SECTION 108 - PROSECUTION AND COMPLETION
SECTION 109 - MEASUREMENT AND PAYMENT
THESE SECTIONS OF THE STANDARD SPECIFICATIONS ARE CHANGED TO THE REQUIREMENTS OF
THE CONTRACTING AGENCY.
SP-3 of SP-30
DIVISION 150 – CONTRACT REQUIREMENTS
--------------------------------
THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS ARE DELETED:
SECTION 151 – PERFORMANCE BOND AND PAYMENT BOND
SECTION 152 - INSURANCE
SECTION 153 – PROGRESS SCHEDULE
THESE SECTIONS OF THE STANDARD SPECIFICATIONS ARE CHANGED TO THE REQUIREMENTS OF
THE CONTRACTING AGENCY.
SECTION 158 – SOIL EROSION AND SEDIMENT CONTROL
AND WATER QUALITY CONTROL
158.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
INLET FILTER, TYPE 2, 2’ X 4’
UNIT
SECTION 159 – TRAFFIC CONTROL
159.01 Description
THE FOLLOWING IS ADDED:
The Contractor is responsible for the control of traffic and the installation and maintenance of traffic control devices
during the preparation, construction and restoration of the project. The Contractor shall coordinate with the Traffic
Division of the local Police Department. Vehicular and pedestrian access for local traffic shall be kept open at all times,
unless prior approval from the Police Department is obtained.
159.03.01 Traffic Control Coordinator
THE FIRST PARAGRAPH BEFORE THE LIST IS CHANGED TO:
Before starting Work, submit to the RE the name, training, work experience, and contact information of an employee
assigned as the on-site Traffic Control Coordinator (TCC). The TCC must be certified as having successfully completed
the Rutgers CAIT Traffic Control Coordinator Program, or an equivalent course as approved by the NJDOT Office of
Capital Project Safety. The TCC must also successfully complete an approved Traffic Coordinator refresher course every
2 years. The TCC is a full-time position and the employee designated as TCC must be available on a 24 hour a day, 7
days a week basis. The TCC shall have the responsibility for and authority to implement and maintain all traffic
operations for the Project on behalf of the Contractor. Ensure that the TCC is present at the work site at all times while
the Work is in progress. The TCC’s responsibilities and duties shall include the following:
159.03.02 Traffic Control Devices
THE FIRST PARAGRAPH IS CHANGED TO:
Ensure that FHWA category 1, 2, 3, and 4 traffic control devices (TCDs) conform to the requirements of the 2016
Edition of the Manual for Assessing Safety Hardware (MASH), except that TCDs manufactured on or before December
31, 2019 must have been purchased by the Contractor on or before December 31, 2019, and conform to the requirements
of NCHRP 350, MASH 2009, or MASH 2016. Provide each device’s applicable MASH 2016, MASH 2009, or NCHRP
SP-4 of SP-30
350 test results and FHWA Eligibility letter, if issued by the FHWA, to the RE. Provide the RE with the purchase date
certification for devices not meeting the MASH 2016 requirements upon delivery to the site. Ensure that traffic control
devices meet or exceed an acceptable condition as described in the ATSSA guide Quality Standards for Work Zone
Traffic Control Devices. Traffic control devices need not be new but must be in good condition. Provide traffic control
devices according to MUTCD.
2.
Construction Barrier Curb.
THE SECOND PARAGRAPH IS CHANGED TO:
At least 30 days before delivering construction barrier curb to the Project Limits, provide the RE notice that
the barrier curb is available for inspection. Ensure the barrier curb is not stacked for this inspection. The RE
will inspect the barrier curb, along with a Contractor representative, to determine what pieces are not
approved for delivery to the Project Limits. Final determination of construction barrier approval will be made
at the time of placement at the Project.
159.03.08 Traffic Direction
PART B IS CHANGED TO:
B.
Police. Police are either provided by the RE as employees of the State, or by the local government as a vendor to
the State. The use of police services by the RE does not relinquish or diminish the Contractor’s responsibilities for
work zone safety.
Submit a request for police services to the RE 72 hours before beginning construction operations.
Activities requiring police services include:
1. Traffic direction through signalized intersections, where the integrity of the existing traffic signal system is
impacted or where an override of the signal is required.
2. Temporary closure of all lanes on state highways and interstates.
Police services may be requested as an enhancement to the TCP.
This enhancement includes:
1. Temporary closure of one or more lanes on interstates.
2. Temporary closure of one or more lanes on state highways with a posted speed of 50 miles per hour or higher.
Emergency situations may prevent police from arriving at the scheduled date or time. The RE will not permit
construction operations that, by law, require police services if police are unavailable. The Department will not
accept claims for interruptions or delays resulting from any failure of police to arrive as requested.
The RE must notify State and local police of cancellations 24 hours in advance. At least 24 hours before the
scheduled start of work, notify the RE of any work cancellation for which police services were requested.
159.04 MEASUREMENT AND PAYMENT
THE FOLLOWING ITEMS ARE ADDED:
No separate payment shall be made for coordination with the local Police Department. Cost associated in coordinating
with the Police Department shall be paid under various items in the proposal.
Item
Pay Unit
BREAKAWAY BARRICADE
UNIT
DRUM
UNIT
TRAFFIC CONE
UNIT
CONSTRUCTION SIGNS
SQUARE FOOT
POLICE TRAFFIC DIRECTORS
HOUR
SP-5 of SP-30
SECTION 160 – PRICE ADJUSTMENTS
160.03.01 Fuel Price Adjustment
THE FIFTH PARAGRAPH IS CHANGED TO:
The Department will calculate fuel price adjustment on a monthly basis using the following formula:
F = (MF – BF) x G
Where:
F =
Fuel Price Adjustment
MF =
Monthly Fuel Price Index for work performed from the first day of the month to the last day of the month for
the month prior to the estimate cutoff date
BF =
Basic Fuel Price Index
G =
Gallons of Fuel for Price Adjustment
THE SEVENTH PARAGRAPH IS CHANGED TO:
The basic fuel price index is the previous month’s fuel price index before receipt of bids. The Department will use the
fuel price index for the month before the regular monthly estimate cutoff date as the Monthly Fuel Price Index for work
performed in the previous calendar month. If the Monthly Fuel Price Index increases by 50 percent or more over the
Basic Fuel Price Index, do not perform any work involving Items listed in Table 160.03.01-1 without written approval
from the RE.
160.03.02 Asphalt Price Adjustment
The Department will calculate asphalt price adjustment on a monthly basis using the following formula:
A = (MA – BA) x T
Where:
A =
Asphalt Price Adjustment
MA =
Monthly Asphalt Price Index for work performed from the first day of the month to the last day of the month for
the month prior to the estimate cutoff date
BA =
Basic Asphalt Price Index
T =
Tons of New Asphalt Binder1
1 The Department will determine the weight of asphalt binder for price adjustment by multiplying the percentage of
new asphalt binder in the approved job mix formula by the weight of the item containing asphalt binder. If a Hot
Mix Asphalt Item has a payment unit other than ton. The Department will apply an appropriate conversion factor to
determine the number of tons of asphalt binder used.
THE SIXTH PARAGRAPH IS CHANGED TO:
The basic asphalt price index is the asphalt price index for the month before the opening of bids The Department will use
the asphalt price index for the month before the regular monthly estimate cutoff date as the monthly asphalt price index
for work performed in the previous calendar month.
160.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
FUEL PRICE ADJUSTMENT
DOLLAR
ASPHALT PRICE ADJUSTMENT
DOLLAR
SP-6 of SP-30
DIVISION 200 – EARTHWORK
SECTION 201 – CLEARING SITE
201.03.01 Clearing Site
THE FOLLOWING IS ADDED:
Clearing site includes all construction demolition and/or sawcutting incidental to the completion of the project including
the removal of and legal disposal of curb (granite block, concrete curb & gutter, bluestone curb, railroad tie curb),
driveway/driveway aprons (HMA, paver and concrete) and sidewalk (HMA and concrete) as per the standard
specification.
All such materials shall be disposed of promptly and in accordance with State standards for disposal. No separate
payment shall be made for trucks and/or containers necessary to removal construction debris on a daily basis.
Clearing site includes removing vegetation and trees with a diameter of 6” or less to complete the work as shown on
plans and directed in the field by the Engineer.
Clearing site also includes trimming the existing vegetation to remove any growth obstructing 4-foot sidewalk clear path.
Clearing site shall include all necessary tree and bush trimming at the Engineer’s direction to provide visibility of all
existing and proposed signs and traffic signal indications.
Clearing site includes repainting the existing yellow curb in kind.
This work shall also consist of relocating and/or resetting the existing fence at the north-east corner of North Lehigh
Avenue and Mansion Terrace, the south-west corner of North Lehigh Avenue and Lawn Terrace and the south-west
corner North Lehigh Avenue and Edgebrook Place, to provide an adequate space for the proposed curb ramps.
Clearing site shall also include resetting and relocating the existing Regulatory and Warning Signs. All existing signs
shown on plans to be relocated, shall be installed on the new breakaway sign posts. No separate payment shall be made
for the relocation of the existing signs with the new posts.
Clearing site also includes removing pipe, inlets and manholes as per the standard specifications.
All mailboxes/mailbox posts, signage, containers, benches, parking meters, etc. within the boundaries of the project shall
be removed, protected and reinstalled as directed by the engineer prior to the completion of the project. The contractor is
responsible for documenting the items that have been temporarily removed.
This work shall also consist of resetting oil fills and cleanouts including all labor, materials and equipment for a
complete and finished product. The Contractor shall coordinate with the property owner prior to completing any work
involving the resetting and/or relocating of utility features. Contractor shall not pave over any oil fills or clean outs.
Material shall match the existing material.
This work shall also consist of resetting existing water valves, water meters, gas valves, vents, monitoring wells
including all labor, materials and equipment for a complete and finished product. Contractor shall contact the pertinent
Utilities Authority to coordinate the utility resetting/relocation, as required.
The Contractor is required to remove and dispose of any off-site excavated soil material that is in excess of that required
for the project as per NJDOT Section 202.03.07.
Clearing site also includes restoration of the damaged turf and planting areas. Contractor shall restore in kind the
disturbed areas as shown on the plans and as directed in the field by the Engineer.
Clearing site also includes cleaning the existing inlets from leaves, silt and debris.
SP-7 of SP-30
All payment requests are subject to a schedule of costs for this pay item.
201.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
CLEARING SITE
LUMP SUM
SECTION 202 – EXCAVATION
202.01 DESCRIPTION.
THE FOLLOWING IS ADDED:
This work shall also consist of all work necessary to excavate in a manner which complies with the Occupation Safety
and Health Administration (OSHA) requirements. The Contractor shall coordinate excavations with the Engineer. All
excavations must be filled or plated prior to end of work shift. No open excavations are permitted at any time that
work is not in progress. Plating of open excavations must be specifically approved by the Engineer.
The sides of all excavations shall be free of undercuts and properly sloped or braced to prevent slides and caving.
Provide barriers, snow fence, markings and guarding lighting as required at all open excavations for working and public
safety. Remove protective materials when no longer required. All excavations shall be maintained free of water and
protected at all times from frost.
1. Critical Areas of Existing Utilities: Hand excavation of such areas shall be required to ensure that utilities are
not damaged.
2. Inspection: Contractor shall not begin work until bearing surfaces have been cleared, and Engineer’s
authorization given to proceed. Contractor is required to give ample notice to permit the Engineer to arrange for
proper field inspection of conditions. The Engineer shall approve the sub-grade before permission is granted to
proceed.
3. Timing: Contractor shall schedule excavation, construction, protection, inspection, and completion to minimize
length of time that any excavation remains open.
This work shall also include the cost for all excavation and site grading required for the installation and construction of
all proposed improvements described on the project plans, including, but not limited to grassed areas, landscaped areas,
sidewalks, utilities, curb, etc. regardless of the material encountered, in conformance with the final grades provided on
the project plans.
Excavation within the grading limits of the project shall be performed to establish the sub-grade for the site. Excavation
shall include grading, preparation, and compacting all material required to bring the site to grade, as shown on the plans
or as directed by the Engineer, and all incidental work to the satisfaction of the Engineer.
202.03.01 Stripping
THE SECOND PARAGRAPH IS CHANGED TO:
Strip vegetation and underlying soil to a depth of 4 to 6 inches below the existing ground surface. Confirm the thickness
of stripping with the RE based on field conditions. Temporarily store in stockpiles, as specified in 202.03.03.B, stripped
material including excess that is determined suitable for the future use of the Department. The Department will sample
and analyze stripped material in stockpiles to determine suitability for use as topsoil. Reuse or dispose of unsuitable
stripped material as specified in 202.03.03.C.
SP-8 of SP-30
202.04 MEASUREMENT AND PAYMENT
No separate payment will be made for excavation and all cost associated with the work shall be included under various
items scheduled in the proposal.
Upon RE’s approval, the Contractor may reuse in-place coarse aggregate material in lieu of placing new dense-graded
aggregate base where adequate in-place coarse aggregate material exists. Upon removing pavement, and rough grading
the roadway subbase, the Contractor shall proof roll the in-place coarse aggregate using a static roller only. The RE will
observe the proof roll, static roller only, and determine suitability of reusing existing coarse aggregate.
Costs of compaction testing shall be included in the various pay items.
No separate payment will be made for dewatering. Include costs in the various items scheduled in the proposal.
Rock is defined as stone or hard shale in original ledge or masses and boulders over 1 cubic yard in volume that cannot
be broken and removed by normal job equipment, such as a 3/4 yard power shovel, scoops or bulldozers (all in good
normal operating condition), without the use of drills. Material which can be loosened with a pick, frozen materials,
shale and hardpan which for convenience or economy is loosened by drilling coupled with wedging will not be classified
as rock excavation. No separate payment will be made for removal of material that is not considered rock. Include costs
in the various items scheduled in the proposal.
SECTION 203 – EMBANKMENT
203.02.01 Materials
THE FOLLOWING IS ADDED:
The Imported Granular Fill To Be Placed Shall Conform To The Following Gradation:
U.S. Standard Sieve Size Percent Finer By Weight
2” 100
1” 80-100
3/8” 70-100
No. 10 50-100
No. 30 30-85
No. 60 15-65
No. 200 5-15
All fill material, whether granular fill or clean stone, shall be imported from a licensed quarry facility meeting the
following requirements:
1. New Jersey Department of Labor and Workforce Development pursuant to the New Jersey Mine Safety Act,
N.J.S.A. 34:6-98.1 et seq., and the regulations adopted thereunder at N.J.A.C. 12:185.1 et seq.; or
2. New York State Department of Environmental Conservation pursuant to the New York State Mined Land
Reclamation Law, New York ECL § 23-2701, and the regulations adopted thereunder at 6 NYCRR 420.1 et
seq.; or
3. Pennsylvania Department of Environmental Protection pursuant to the Pennsylvania Noncoal Surface Mining
Conservation and Reclamation Act, 52 P.S. § 3311(a), and the regulations adopted thereunder at 25 Pa. Code
§77.1 et seq.; or
4. Similar statutes and regulations from other states.
All imported fill material shall meet the following requirements:
1. Excavated from undisturbed geologic formations;
SP-9 of SP-30
2. Obtained from a licensed quarry/mine;
3. Not located on or impacted by on-facility or off-facility contaminant sources;
4. Not comingled with any other material;
5. Not known or suspected of being contaminated;
6. Not adversely impacted by discharges of hazardous materials or chemical application;
7. Not affected by conditions or processes that would result in the introduction of contaminants into the licensed
quarry/mine material in concentrations above any federal or state regulatory threshold or standard;
8. Not affected by conditions or processes that would increase the concentrations of natural contaminants already
present in the licensed quarry/mine material to concentrations above regulatory concern, and;
9. If contaminant testing results are available for the project site, the natural contaminant concentrations in the fill
to be imported are consistent with the concentrations existing at the project site.
Imported fill and clean stone shall be free from pieces coated with clay, caked stone dust and other objectionable
materials. It shall not contain more than 5% of weathered and decomposed rock, not more than 5% of stone of types
other than the type being used, in accordance with the specifications, and not more than 7%, by weight of flat or
elongated pieces. A flat piece shall be one in which the ratio of the width to thickness of its circumscribing rectangular
prism is greater than 5:1, and an elongated piece shall be one in which the ratio of the length to width of its
circumscribing rectangular prism is greater than 5:1. The percentage of wear shall be determined in accordance with
A.A.S.H.T.O. Designation T3.
203.03.02 Constructing Embankment
THE FOLLOWING IS ADDED:
The contractor shall install the material in lifts and compact the material to 95% compaction so that settling of the site
does not occur.
203.04 MEASUREMENT AND PAYMENT.
THE ENTIRE SUBSECTION IS REPLACED BY THE FOLLOWING:
No separate payment shall be made for import, grading and compaction of fill material required to reach desired grades
as shown on the plans, but price thereof shall be included in the respective pay items scheduled in the proposal.
SP-10 of SP-30
DIVISION 300 – SUBBASE AND BASE COURSES
SECTION 301 – SUBBASE
301.04 MEASUREMENT AND PAYMENT.
THE ENTIRE SUBSECTION IS REPLACED BY THE FOLLOWING:
No separate payment shall be made for preparing, spreading, and grading all SUBBASE COURSES, as necessary to
comply with the construction details provided on the plans but price thereof shall be included in the respective pay items.
SECTION 302 – AGGREGATE BASE COURSE
302.04 MEASUREMENT AND PAYMENT
THE ENTIRE SUBSECTION IS REPLACED BY THE FOLLOWING:
No separate payment shall be made for aggregate base course used in the construction of driveways, sidewalks and/or
curb but price thereof shall be included in the respective pay items.
SP-11 of SP-30
DIVISION 400 – PAVEMENTS
SECTION 401 – HOT MIX ASPHALT (HMA) COURSES
401.01 Description
THE FOLLOWING SECTION IS ADDED:
The use of a nuclear density meter is recommended during construction to assist in confirming that compaction
requirements have been met. However, the Contractor shall be aware that only asphalt core tests will determine final
compliance in accordance with Section 401.03.07 H. of the Standard Specifications.
The Contractor shall submit a paving Plan to the Engineer prior to construction. It shall delineate number of paving
passes, width and length. The Contractor shall maintain the existing crown within each roadway. A pavement pass shall
not straddle the centerline. Sawcutting shall be performed at each paving limit before demolition activities begin.
Additional payment for sawcut shall not be made.
Prior to milling operations, the Contractor shall meet with the Engineer to determine whether any utility castings must be
reset to meet proposed grade. All castings shall be flush with the final elevation.
Any curb that has been damaged due to milling operations shall be replaced in kind by the Contractor at no cost to the
owner.
401.03.07 HMA Courses
C. Test Strip
REPLACE THE FIRST PARAGRAPH OF THIS SECTION WITH THE FOLLOWING:
Test Strip. Construct a test strip for each HMA mix for contracts with more than a total of 5,500 tons of HMA. For
HMA HIGH RAP, construct the test strip at least 14 days prior to production. Test strips are not necessary for
temporary pavement. Ensure that the tack coat or prime coat has been placed as specified in 401.03.05 and 401.03.06,
before placing HMA. Transport and deliver, spread and grade, and compact as specified in 401.03.07.D, 401.03.07.E, and
401.03.07.F, respectively, and according to the approved paving plan. Construct a test strip for the first 700 to 1,200
square yards placed for each job mix formula. If the paving lot area is less than 700 square yards, the District Local
Aid Office may waive the coring requirements. While constructing the test strip, record the following information
and submit to the RE:
H.
Air Void Requirements.
FOR LOCAL AID PROJECTS, THIS SUBSECTION IS REPLACED BY THE FOLLOWING.
Pavement lots are defined as approximately 15,000 square yards of pavement in Surface area. If pavement lot area is
less than 5000 square yards, the District Local Aid Office may waive the air voids requirements.
The RE will designate an independent testing agency (Laboratory) to perform the quality assurance sampling, testing and
analysis. The Laboratory is required to be accredited by the AASHTO Accreditation Program (www.amrl.net). The
Laboratory’s accreditation must include AASHTO T 166 and AASHTO T 209.
The Laboratory Technician who performs the quality assurance sampling shall be certified by the Society of Asphalt
Technologists of New Jersey as an Asphalt Plant Technologist, Level 2.
The Laboratory will determine air voids from 5 (Five) 6 inch diameter cores taken from each lot in random locations
within the traveled way and at least one core in each travel lane. The HMA Core Sampling Plan form provided on the
Local Aid Website must be utilized by the Laboratory to determine the random locations of the cores. The Laboratory
may rerun the random location functions on the HMA Core Sampling Plan form to resolve any conflicts generated by the
HMA Core Sampling Plan form and physical limitations of the HMA lot, such as utility conflicts, or the specifications
defined herein. The coring locations must be designated by a station and offset, and offsets are taken from the left edge
of the pavement in the direction of travel within the lane lines. The Laboratory must disclose the contents of the HMA
SP-12 of SP-30
Core Sampling Plan with the Contractor to assist in the schedule of construction.
The Laboratory will determine air voids of cores from the values for the maximum specific gravity of the mix and the
bulk specific gravity of the core. The Laboratory will determine the maximum specific gravity of the mix according to
NJDOT B-3 and AASHTO T 209, except that minimum sample size may be waived in order to use a 6-inch diameter
core sample. The Laboratory will determine the bulk specific gravity of the compacted mixture by testing each core
according to AASHTO T 166.
The Laboratory will calculate the percent defective (PD) as the percentage of the lot outside the acceptable range of 2
percent air voids to 8 percent air voids. The acceptable quality limit is 15 percent defective. For lots in which PD > 15,
the Department will assess a negative pay adjustment.
The Laboratory will use and submit to the RE form DS8S-PD provided from The Local Aid District Office and verify
manually the PD calculation.
The Laboratory will calculate pay adjustments based on the following:
1.
Sample Mean (X̅ ) and Standard Deviation (S) of the N Test Results (X1, X2,…, XN).
2.
Quality Index (Q).
3.
Percent Defective (PD). Using NJDOT ST for the appropriate sample size, the Laboratory will determine PDL
and PDU associated with QL and QU, respectively. PD = PDL + PDU
4.
Reduction Per Lot. Calculate the reduction per lot as specified in Table 401.03.07-3:
Table 401.03.07-3
Reduction in Payment for Nonconformance to Air Void Requirements
Percent Defective (PD) Per Lot
Reduction Per Lot (%)
0 < PD ≤ 15
0
SP-13 of SP-30
15 < PD ≤ 30
0.5
30 < PD ≤ 35
2
35 < PD ≤ 40
10
40 < PD ≤ 45
15
45 < PD ≤ 50
20
50 < PD ≤ 60
30
60 < PD ≤ 75
45
PD > 75
Remove & Replace
5.
Outlier Detection. If PD < 10, the Laboratory will not screen for outliers. If PD ≥ 10, the Laboratory will
screen acceptance cores for outliers using a statistically valid procedure. The following procedure applies
only for a sample size of 5 or 10.
1.
The Laboratory will arrange the core results in ascending order, in which X1 represents the smallest
value and XN represents the largest value.
2.
If XN is suspected of being an outlier, the Laboratory will calculate:
3.
If X1 is suspected of being an outlier, the Laboratory will calculate:
4.
For N = 5 if R > 0.642, the value is judged to be statistically significant and the core is
excluded.
For N = 10 if R > 0.412, the value is judged to be statistically significant and the core is excluded.
If an outlier is detected for N = 5 and no retest is warranted, the Contractor may replace that core by taking an
additional core at the same offset and within 5 feet of the original station. If an outlier is detected and a retest
is justified, take a replacement core for the outlier at the same time as the 5 additional retest cores are taken.
If the outlier replacement core is not taken within 15 days, the Laboratory will use the initial core results to
determine reduction per lot.
If an outlier is detected for N = 10, the Contractor may replace that core by taking an additional core at the same
offset and within 5 feet of the original station. If the outlier replacement core is not taken within 15 days, the
Laboratory will use the initial core results to determine the reduction per lot.
6.
Retest. If the initial series of 5 cores produces a percent defective value of PD 30 for mainline or ramp
lots, or PD 50 for other pavement lots, the Contractor may elect to take an additional set of 5 cores at
random locations chosen by the HMA Core Sampling Plan form. Take the additional cores within 15 days of
receipt of the initial core results. If the additional cores are not taken within the 15 days, the Laboratory will
use the initial core results to determine the PPA. If the additional cores are taken, the Laboratory will
recalculate the reduction per lot using the combined results from the 10 cores.
7.
Removal and Replacement. If the final lot PD ≥ 75 (based on the combined set of 10 cores or 5 cores if the
Contractor does not take additional cores), remove and replace the lot and all overlying work. The replacement
work is subject to the same requirements as the initial work.
For shoulder lots, the Department will assess the calculated reduction per lot instead of removal and
replacement. Fog seal the lot as specified in 422.03.01.
SP-14 of SP-30
I.
Thickness Requirements.
1.
Total Thickness.
THE ENTIRE TEXT IN PART E IS CHANGED TO:
THIS SUBSECTION IS DELETED. IN NO INSTANCE WILL A COMPACTED AVERAGE THICKNESS OF
LESS THAN 1.25 INCHES BE ACCEPTABLE.
J.
Ride Quality Requirements.
THE ENTIRE TEXT IS CHANGED TO
The Department will evaluate the ride quality of the final riding surface of all constructed pavement on the project,
for routes designated as National Highway System (NHS) and routes under NJDOT jurisdiction, using the
International Roughness Index (IRI) according to ASTM E 1926. All NHS roadways are listed on the Department’s
website here. The Department may evaluate ride quality of other routes not designated as NHS or under NJDOT
jurisdiction. The final riding surface is defined as the last lift of the pavement structure where traffic will be
allowed. The pavement will be evaluated using the current average IRI (C) to select the target IRI (T) from Table
401.03.07-8. The current average IRI (C) is defined as the preconstruction ride quality measured not more than two
years from the start of the project pavement construction.
The RE will designate an independent testing agency to perform the ride quality testing and analysis. The testing
agency is required to comply with testing and certification requirements according to NJDOT R-1. If the current
average IRI (C) is not available, then the testing agency will test, analyze and report ride quality before pavement
construction to measure current average IRI (C). The testing agency will use and submit to the RE the IRI Testing
Summary Report form provided from The Local Aid District Office and verify manually the pay adjustment
calculation.
Current IRI data for paving routes designated NHS or NJDOT jurisdiction can be made available by request by
contacting Simon Nwachukwu at Simon.Nwachukwu@dot.nj.gov.
For projects paving routes designated NHS or NJDOT jurisdiction on mainline travel lanes equal to or greater than
2,500 feet length and any lane within the project of at least 1,000 feet length, the Department will evaluate the ride
quality of the final riding surface of the mainline travel lanes using IRI. The Department will use the measured IRI
to calculate the pay adjustment (PA) using pay adjustment equation (PAE) type PA1 as specified in Table
401.03.07-7. PA will be based on lots of 0.01 mile length. The PA will be zero for acceptable quality and negative
for inferior quality work.
For projects paving routes designated NHS or NJDOT jurisdiction on mainline travel lanes of less than 2,500 feet
length, the RE will visually inspect the final riding surface. Based on visual inspection, if the RE determines that
the work may not conform to the ride quality requirements, then the Department will evaluate the ride quality of the
final riding surface using IRI. Visual inspection by the RE is considered sufficient grounds for such evaluation.
The Department will use the measured IRI to calculate the PA using pay equation type PA1 as specified in Table
401.03.07-7.
For paving on ramps and shoulders, the RE will visually inspect the final riding surface. Based on visual inspection,
if the RE determines that the work may not conform to the ride quality requirements, then the Department will
evaluate the ride quality of the final riding surface using IRI. Visual inspection by the RE is considered sufficient
grounds for such evaluation. The Department will use the measured IRI to calculate the pay adjustment using pay
equation type PA2 as specified in Table 401.03.07-7.
When paving over bridge structures on NHS or NJDOT jurisdiction roadways, the Department will use the
measured IRI to calculate the pay adjustment using pay equation type PA3 as specified in Table 401.03.07-7.
For paving on Local roadways other than NHS and NJDOT jurisdiction on mainline travel lanes equal to or greater
than 2,500 feet length and any lane within the project of at least 1,000 feet length, the Department may evaluate the
ride quality of the final riding surface of the mainline travel lanes using IRI. Local roadways are defined as
municipal and county roads that are not designated as part of the NHS. The Department will use the measured IRI
SP-15 of SP-30
to calculate the pay adjustment (PA) using pay adjustment equation (PAE) type PA4 as specified in Table
401.03.07-7.
1. Smoothness Measurement. The Department will test the longitudinal profile of the final riding surface for
ride quality with a Class 1 Inertial Profiling System according to NJDOT R-1. If project conditions preclude
the use of the Class 1 Inertial Profiling System, the Department will use a Class 1 Walking Profiler or
lightweight profiler.
2. Quality Control Testing. Perform quality control testing during lift placement to ensure compliance with the
ride quality requirements specified in Table 401.03.07-8.
3. Preparation for IRI Testing. Notify the RE when all paving is complete and the RE will request IRI testing
by independent testing agency. Provide traffic control when the independent testing agency performs IRI
testing. Perform mechanical sweeping of the surface before IRI testing. To facilitate auto triggering on laser
profilers, place a single line of temporary pavement marking tape perpendicular to the roadway baseline at the
beginning and end of each lane, shoulder, and ramp to be tested or as per direction of the independent testing
agency. Submit the actual stationing for each temporary pavement marking tape location to the RE.
4. Quality Acceptance. The Department will determine acceptance and provide PA based on the following:
a. Pay Adjustment. The acceptable IRI for the roadway pavement will be the target IRI (T) from Table
401.03.07-8 rounded to the nearest whole number for which full payment will be made and will be
determined using the latest available current average IRI (C) data. The number of lots for final pay
adjustment will be reduced by the number of lots excluded for each segment shown in Table
401.03.07-7. Lots excluded from final PA will be those with the highest recorded IRI numbers for
respective roadway and bridge deck segments. A single average IRI value and the corresponding PA
for each 0.01 mile lot will be reported. IRI units are in inches per mile.
Table 401.03.07-7 Pay Adjustment Equations (PAE) for Ride Quality
Pay Equation Type
Exclusions
Pay Equations
PA1
As shown in the
Special Provisions
Table 401.03.07-7A
IRI<T
PA1=02
T≤IRI≤170
PA1=PAE
IRI>170
PA1= -A or Corrective action
PA2
Will include, if tested
IRI ≤ 120
PA2 =02
120 < IRI ≤ 170
PA2 = (IRI − 120) x (−$5.00)
IRI>170
Maximum Negative Pay or Corrective action
PA3
Will include, if tested
IRI≤120
PA3=02
120<IRI≤170
PA3=PAE
IRI>170
PA3= -A or Corrective action
PA4
Will include, if tested
IRI ≤ T
PA4=02
T < IRI ≤ T+80 or
170 whichever is
higher
PA4 = (IRI − T) x (−$1.25)
IRI>T+80 or 170
whichever is higher Maximum Negative Pay or Corrective action
𝑃𝐴𝐸=
A
−37.75347 × log𝑒(𝑇) + 194.87 −
A
−37.75347 × log𝑒(𝐼𝑅𝐼) + 194.87
A = 1267.2 M
9 + PD
150
SP-16 of SP-30
P = Bid price of last lift of the pavement structure to be evaluated or price listed in table 401.03.07-7B, whichever is
higher, per Ton
D1 = Design thickness of last lift to be evaluated, Inch
M = Bid price of Milling, per Square Yard
T = Target IRI
1.
For various design thicknesses of last lift to be evaluated within a segment, calculate the thickness using the
following equation:
Where:
DN = Design thickness of the last lift to be evaluated of N sections having same mix, Inch
NN = Number of lots of N section with design thickness DN of last lift to be evaluated
2.
Positive pay adjustment will be used to offset negative pay adjustment. Total pay adjustment will not be greater
than zero.
THE FOLLOWING IS ADDED:
Table 401.03.07-7A Exclusions for Resurfacing or Reconstruction
Roadway
Lane Number
Exclusions
Lane designation is by increasing numbers from left to right in the direction of traffic with left lane being
Lane 1.
Table 401.03.07-7B Minimum Value of P
Surface Course Mix
P
Hot Mix Asphalt (Dense Graded) with PG 64-22 binder
$60.00
Hot Mix Asphalt (Dense Graded) with PG 64E-22 binder
$70.00
Stone Matrix Asphalt, High Performance Thin Overlay, Ultra-Thin Friction
Course, Open Graded or Gap Graded Mixes not specified in this table
$80.00
Bridge Deck Waterproof Surface Course
$250.00
Table 401.03.07-8 Target IRI for Resurfacing or Reconstruction (T)3
Roadway Type
Current average
IRI (C)
New Construction
or
Reconstruction
Number of Operation for other than New
Construction or Reconstruction5
One4
Two4
Three4
Four or
More4
Target IRI (T)
NHS & NJDOT
Freeways or Limited
Access Highways
≤ 60
50
50
50
50
50
61 to ≤95
53
50
50
50
96 to ≤170
55
53
50
50
171 to≤200
0.64C7
55
53
50
201 to ≤285
58
55
50
>2868
60
58
53
NHS & NJDOT
Roadways other than
Freeways or Limited
Access Highways with
speed limit > 35 MPH
≤ 60
60
60
60
60
60
61 to ≤95
63
60
60
60
96 to ≤170
66
63
60
60
171 to≤200
0.64C7
66
63
60
201 to ≤285
69
66
60
SP-17 of SP-30
>2868
72
69
63
NHS & NJDOT
Roadways other than
Freeways or Limited
Access Highways with
speed limit ≤ 35 MPH
≤ 60
70
70
70
70
70
61 to ≤95
74
70
70
70
96 to ≤170
77
74
70
70
171 to≤200
0.64C7
77
74
70
201 to ≤285
81
77
70
>2868
84
81
74
Local Roadway with
Posted Speed ≥45 MPH
C
80
0.7C or 80
whichever
is higher
0.49C or
80
whichever
is higher
0.34C or
80
whichever
is higher
0.24C or 80
whichever
is higher
Local Roadway with
Posted Speed <45 MPH
C
100
0.84C or
100
whichever
is higher
0.59C or
100
whichever
is higher
0.41C or
100
whichever
is higher
0.29C or
100
whichever
is higher
1.
The Department will determine target IRI (T) of roadways containing multiple speed limits of greater than 35
MPH and less than or equal to 35 MPH based on the following equation:
Target IRI of a roadway consists of N Roadway type T = T1L1 + T2L2 + ⋯… TNLN
L1+L2+L3+ … . LN
Where TN is the Target IRI of N section and LN is the length of N section in miles to the nearest 0.01 mile
2.
Current average IRI (C) is the average of the latest available preconstruction IRI data.
3.
The target IRI (T) is selected or calculated from the table and rounded to the nearest whole number.
4.
Multiply T with 1.05 for HMA over Concrete, if total HMA after proposed treatment is less than 8 inch thick.
5.
Milling is one operation. Paving each layer of asphalt mix is an individual operation unless plans specify
paving a mix in two lifts. In such case, each lift is considered as an operation.
6.
Construction or reconstruction of full pavement box on subgrade is new construction or reconstruction.
7.
Use Pay Equation as below:
IRI≤T
PA=0
IRI>T
PA=PAE
8.
For paving over rubblized concrete, use C >286 to determine target IRI, then multiply T with 1.05 if total HMA
after proposed treatment is less than 8-inch thick.
9 Paving in one lift with no corrective work such as milling, grinding or pre-levelling of at least 25 percent of
surface area of existing pavement is one operation.
b.
Corrective Action. The Department may require corrective action or assess the maximum negative pay
adjustment as computed in Table 401.03.07-7, if the average IRI after testing is performed of NHS or
NJDOT jurisdiction roadway is greater than 170 inches per mile, or average IRI local roadway is greater
than T+80 or 170 whichever is higher. If the Department requires corrective action submit a plan for
corrective action. If the plan for corrective action is approved and the lot is corrected, the Department
will retest and evaluate the corrected area as a new lot that must meet the same requirements as the
initial work. If the plan for corrective action is not approved, the Department may require removal and
replacement. The replacement work is subject to the same requirements as the initial work.
401.03.08 Core Samples
REPLACE THIS SUBSECTION WITH THE FOLLOWING:
The LPA will designate an independent testing agency (Laboratory) to perform the quality assurance sampling, testing
and analysis. The Laboratory is required to be accredited by the AASHTO Accreditation Program (www.amrl.net). The
Laboratory’s accreditation must include AASHTO T 166 and AASHTO T 209. The Laboratory Technician who
performs the quality assurance sampling shall be certified by the Society of Asphalt Technologists of New Jersey as an
Asphalt Plant Technologist, Level 2.
SP-18 of SP-30
Upon completion of an HMA lot, the Laboratory shall drill cores at random locations at least 12 hours after paving. Take
cores in the presence of the RE. The Laboratory will determine air voids from 5 (Five) 6 inch diameter cores taken from
each lot in random locations within the traveled way and at least one core in each travel lane. The HMA Core Sampling
Plan form provided on the Local Aid Website must be utilized by the Laboratory to determine the random locations of
the cores. The Laboratory may rerun the random location functions on the HMA Core Sampling Plan form to resolve any
conflicts generated by the HMA Core Sampling Plan form and physical limitations of the HMA lot, such as utility
conflicts, or the specifications defined herein. The Laboratory must disclose the contents of the HMA Core Sampling
Plan with the Contractor to assist in the schedule of construction.
The Laboratory shall use drilling equipment with a water-cooled, diamond-tipped masonry drill bit that produces 6 inch
nominal diameter cores for the full depth of the pavement. The Laboratory shall remove the core from the pavement
without damaging it. After the Laboratory removes the core, the Laboratory shall remove all water from the hole. The
Laboratory shall apply an even coating of tack coat to sides of the hole. The Laboratory shall place cold patching
material or HMA in maximum lifts of 4 inches in the hole and compact each lift. If cold patching material is utilized to
fill the coring hole, then it is not necessary to apply tack coat to the sides of the hole. The Laboratory shall ensure that
the final surface is 1/4 inch above the surrounding pavement surface.
HMA cores are to be taken from the HMA lot for quality assurance sampling, testing and analysis within seven
(7) days of completing the HMA lot. For test strip lots and the first traveled way lot, the Laboratory shall deliver cores
from the field to the testing Laboratory within 48 hours of completing the lot. The Laboratory shall deliver all other
acceptance cores within 7 days of completing the lot.
After each air void lot is placed, the Laboratory shall drill cores so that the full depth of the course is recovered for air
void acceptance testing. If thickness acceptance testing is required as specified in 401.03.07.I, the Laboratory shall drill
the surface course air void cores for the full depth of pavement.
The Laboratory shall utilize a tamper proof core sample box for core storage and transportation. The Laboratory shall
ensure that the core sample box can be locked and sealed and is tamper proof in such a manner that it cannot be opened
without removing the seals. The Laboratory shall ensure that the core sample box provides protection for the cores from
being disturbed or damaged during transit. The Laboratory shall mark the assigned core number on the side of the
sample. The Laboratory shall place core samples in the core sample box. The Laboratory shall transport the sealed core
sample boxes to the testing Laboratory.
The Laboratory will not accept damaged core samples for testing. If the core sample box exhibits indications of
tampering, the core samples will be rejected. If any core samples are rejected, drill a replacement core at the same offset
and within 5 feet of the original station and deliver to the Laboratory as specified above within 48 hours.
If the project is utilizing quality control cores, the Laboratory shall provide the results of the quality control core testing
to the Contractor in a timely manner which will not unnecessarily impede construction.
THE FOLLOWING SUBSECTION IS ADDED:
401.03.09 Sealing of Cracks in Concrete Base Course
Seal cracks that are 1/4 inch wide or wider. Clean cracks to a depth of 1 inch using a random crack saw, carbide-tipped,
rotary-impact router, commercial power-driven wire brush, or by other RE approved means. Provide acceptable
protective screening if the cleaning operation causes damage to or interference with traffic in adjacent lanes.
Immediately before applying sealant, clean cracks and dry further with a hot-air lance. At least 10 days before beginning
the work, submit to the RE a copy of the manufacturer’s recommendations for heating and applying the sealant. Seal
cracks with hot-poured joint sealant according to the manufacturer’s recommendations. Cut sealant into small pieces to
facilitate slow and uniform melting with constant stirring. Ensure that the temperature of the sealant in the field
application equipment does not exceed the recommended safe heating temperature. Do not heat sealant material at the
pouring temperature for more than 6 hours and do not reheat. Pour sealant into the cracks so that, upon completion of the
work, the surface of the sealant is flush with or not more than 1/4 inch lower than the surface of the adjacent concrete
base course. If the sealant subsides to a lower level, perform another pouring. When more than 1 pour is required to fill
the cracks, perform succeeding pours immediately after shrinkage of the previous pouring. If spilling or overfilling
SP-19 of SP-30
occurs, immediately squeegee the crack. If the RE determines that the overfilled crack or spilled sealant creates a
slippery, hazardous, or otherwise undesirable condition, initially correct the area by sprinkling a light application of
abrasive (sand or grit material) to absorb the excess material, restore skid-resistance, and abate the condition caused by
the overpour. After the excess material has been absorbed, hand sweep the area clean, and restore to its original condition
or texture to the RE’s satisfaction. Do not allow traffic or construction equipment over the poured cracks until the sealant
has hardened sufficiently to resist pickup. The RE may direct sprinkling of dry sand over poured areas to provide
additional pickup resistance.
401.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
HMA MILLING, 3” OR LESS
SQUARE YARD
HOT MIX ASPHALT PAVEMENT REPAIR
SQUARE YARD
TACK COAT
GALLON
HOT MIX ASPHALT 9.5M64 SURFACE COURSE
TON
THE FOLLOWING IS ADDED:
No separate payment shall be made for prime coat or any other materials required to properly construct the
above mentioned pay items.
No separate payment will be made for polymerized joint adhesive, but all cost thereof shall be included in the bid price
for the Hot Mix Asphalt 9.5M64 Surface Course pay item.
As per the Standard Specifications, the Hot Mix Asphalt Pavement Repair item shall include saw cutting, removal of
damaged and loose material, compacting of the subgrade and HMA base course. The Hot Mix Asphalt Pavement Repair
pay item shall also include any DGA required for repair of the pavement section. Payment for HMA surface course shall
be made under the HMA surface course pay item.
SP-20 of SP-30
DIVISION 450 – CONCRETE PAVEMENT REHABILITATION
SECTION 453 – FULL DEPTH CONCRETE PAVEMENT REPAIR
453.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
SQUARE YARD
THE FOLLOWING IS ADDED:
Payment for HMA Surface Course shall be made under the Hot Mix Asphalt 9.5M64 Surface Course pay item.
SP-21 of SP-30
DIVISION 600 – MISCELLANEOUS CONSTRUCTION
SECTION 602 – DRAINAGE STRUCTURES
602.03.06 MANHOLE COVERS AND BICYCLE SAFE GRATES
Set the manhole cover or bicycle safe grate on the casting. If the manhole cover or bicycle safe grate is loose or wobbles,
grind to obtain a tight fit. Dispose of materials removed from the existing structure.
602.03.07 CURB PIECES
THE FOLLOWING SECTION IS ADDED:
Curb Pieces shall be 8” high or 6” high to match the existing curb piece to be replaced with Eco Head pieces or shall be
4” high as required for curb ramp transitions. “Drains to Waterway” shall be cast on top.
The Contractor shall be responsible for preparing an inventory of the amount of 8”, 6” or 4” heads needed for the project.
The size of the various drainage structures shall be measured before the new heads and grates are ordered. Payment for
same (8”, 6” or 4”) shall be made under the Curb Piece Pay Item.
THE FOLLOWING SECTION IS ADDED:
602.03.09 REPAIR OF INTERIOR OF DRAINAGE STRUCTURE
The inlets to be repaired/rehabilitated will be determined in the field.
Surface preparation shall consist of chipping and scraping the interior of the structure in order to accomplish the removal of
loose mortar, protective coatings, efflorescence, all contaminants, leaving a clean, structurally sound substrate. Wire brushing
or sand blasting may be required. Protruding brick mortar, and concrete shall be removed using a mason's hammer and chisel
and/or scraper.
Missing brick or CMU shall be replaced and all large voids shall be filled with quick setting patching mix.
The entire interior surface of the structure shall be skim coated with mortar (Section 903.08.01) to a minimum thickness of
1/2”.
602.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
BICYCLE SAFE GRATE (PHASE II STORMWATER COMPLIANT GRATE)
UNIT
CURB PIECE (NJDEP TYPE ‘N’ ECO)
UNIT
THE FOLLOWING ITEM ARE ADDED:
Item
Pay Unit
REPAIR INTERIOR OF DRAINAGE STRUCTURE
UNIT
THE FOLLOWING TEXT IS ADDED:
The Contractor shall be responsible for confirming the size of existing drainage structures in the field and properly sizing
Bicycle Safe Grates (Phase II Stormwater Compliant Grates) and Curb Pieces (NJDEPT Type ‘N’ Eco) to be replaced as
called out in the construction plans. No separate payment shall be made for the work associated with properly sizing
Bicycle Safe Grates and Curb Pieces but shall be included in the pay items described above.
SP-22 of SP-30
The Contractor shall clean the existing inlets from leaves, silt and debris prior to providing repair interior of drainage
structure, include cost under Clearing Site pay item.
SECTION 606 – SIDEWALKS, DRIVEWAYS, AND ISLANDS
606.01 Description
THE FOLLOWING SECTION IS ADDED:
For replacement of driveways (concrete or asphalt), the Contractor shall sawcut the existing driveway a minimum of 2’
or as far back as directed by the Engineer. Separate payment shall not be made for sawcutting. For replacement of
driveway (paver), pavers shall be removed to the required distance and stored on-site for resetting, as per the detail on
the plan. Where pavers are damaged or broken during removal or construction, the Contractor shall provide pavers to
match existing, at no additional cost to the Owner.
Handicap ramps shall be constructed as shown on the Plan. Ponding on handicap ramps and flush curbs shall not be
permitted. Handicap ramps shall be removed and replaced at the Contractor’s expense if ponding is present. All Curb
Ramps are to meet all current ADA Requirements. The dimensions and slopes presented in the detail sheets are
the minimum to comply with the ADA and NJDOT Standards. Any deviation less than the minimum width or
greater than the maximum slope from these standards must be documented to show that the standards were met and are
consistent with the most current DOJ and PROWAG regulations.
Curb Ramps require installation of Detectable Warning Surfaces. Mats shall be cut as required to span the length of the
flush curb.
All utility valve covers, building facades, manhole and inlet grates shall be free of any splatter.
The Contractor shall schedule concrete work early in the day to ensure that the surface has hardened to prevent graffiti
damage. The Contractor is responsible for providing protection for same. Police Traffic Directors hired for this purpose
shall be paid by the Contractor at no additional cost to the owner.
Any damage to concrete curb due to milling operations shall be replaced in kind by the Contractor at no additional cost
to the owner.
606.04 MEASUREMENT AND PAYMENT
REVISE THE SECOND PARAGRAPH TO:
When the RE directs undercutting of unstable material in the excavation area, the Department will make payment, for the
additional excavation. The Department will also make payment, for the additional bedding if there is not an excess of
excavation available.
Item
Pay Unit
HOT MIX ASPHALT SIDEWALK, 2” THICK
SQUARE YARD
CONCRETE SIDEWALK, 4” THICK
SQUARE YARD
HOT MIX ASPHALT DRIVEWAY, 2" THICK
SQUARE YARD
CONCRETE DRIVEWAY, REINFORCED, 6” THICK
SQUARE YARD
DETECTABLE WARNING SURFACE
SQUARE YARD
THE FOLLOWING TEXT IS ADDED:
Payment for sidewalk and driveway items shall include aggregate base course as per the details on the plans.
No separate payment shall be made for the site grading required to properly construct the above mentioned pay items but
shall be included in the pay item described in this section.
SP-23 of SP-30
SECTION 607 – CURB
607.01 Description
THE FOLLOWING TEXT IS ADDED:
Roof drains through the curb shall be replaced with PVC. Separate payment shall not be made for the reconnection of the
roof drains unless called out in the bid documents. The Contractor shall be responsible for providing positive slope from
the roof drain to the new curb.
607.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
9” X 18” CONCRETE VERTICAL CURB
LINEAR FOOT
BELGIAN BLOCK CURB
LINEAR FOOT
THE FOLLOWING TEXT IS ADDED:
Payment for curb items shall include aggregate base, if required, per the details on the plans.
No separate payment shall be made for the removal of existing curb and gutter or any other materials required to
properly construct the above mentioned pay items, but shall be included in the Clearing Site pay item.
SECTION 610 – TRAFFIC STRIPES, TRAFFIC MARKINGS, AND RUMBLE STRIPS
610.01 Description
THE FOLLOWING PARAGRAPH IS ADDED:
The Contractor shall replace all existing roadway striping at its current location. Prior to installation, the Contractor shall
obtain approval of the striping location from the local Traffic Safety Bureau and Engineer. The contractor shall install
traffic stripes within no more than 48 hours of the road being paved.
THE FOLLOWING IS ADDED TO END OF THIS SUBSECTION:
The Contractor must notify the Engineer one week prior to the installation of the any striping. The Engineer must be on-
site to inspect the work during any striping.
610.03 CONSTRUCTION
610.03.08 Removal of Traffic Stripes and Traffic Markings
THE FOLLOWING IS ADDED TO THE SECTION:
The Contractor should remove traffic stripes and traffic markings from the pavement using ultra high-pressure water,
sandblasting, waterblasting or grinding. The Contractor shall remove traffic stripes or traffic markings by methods that
do not cause damage to existing underlying or adjacent pavement and surface texture. All traffic striping and traffic
marking removal shall be approved by the Township. If pavement is damaged or the work is unsatisfactory in any way,
the pavement will be repaired at no additional cost to the Township. Black paint will not be permitted to cover old
striping.
610.04 MEASUREMENT AND PAYMENT
THE FOLLOWING ITEMS ARE ADDED:
SP-24 of SP-30
Item
Pay Unit
TRAFFIC STRIPES, 4”
LINEAR FOOT
TRAFFIC MARKING LINES, 6”
LINEAR FOOT
TRAFFIC MARKING LINES, 8”
LINEAR FOOT
TRAFFIC MARKING LINES, 12”
LINEAR FOOT
TRAFFIC MARKING LINES, 24”
LINEAR FOOT
THE SECOND PARAGRAPH IS CHANGED TO:
TRAFFIC STRIPES and TRAFFIC MARKINGS LINES will be measured by the linear foot for each specified width of
stripe. The Department will not measure gaps in striping.
“Fire Lane” marking shall be minimum of 24” height and shall be paid under TRAFFIC STRIPES, 4”.
SECTION 612 – SIGNS
612.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
REGULATORY AND WARNING SIGNS
SQUARE FOOT
THE FOLLOWING IS ADDED:
No separate payment shall be made for relocating and resetting the existing signs with the new posts. All costs associated
with new posts, resetting and relocating of signs shall be included in the lump sum price bid for Clearing Site.
All costs associated with the purchase, delivery and installation of REGULATORY AND WARNING SIGNS as shown
on the project plans, including, but not limited to, posts, anchors and mounting, shall be included in the pay item
described above.
The Contractor must install anchor posts in accordance with NJDOT Construction Details. Soil anchor plate must be
attached to all anchor posts.
SP-25 of SP-30
DIVISION 650 – UTILITIES
SECTION 651 – WATER
651.01 Description.
THE FOLLOWING SECTION IS ADDED:
The Contractor shall coordinate with the pertinent utility company prior to completing any work involving the resetting,
relocating and/or installation of utility features. Buried valves/valve boxes shall be uncovered. Contractor shall not pave
over any valves/valve boxes.
651.04 MEASUREMENT AND PAYMENT
THE FOLLOWING SECTION IS ADDED:
No separate payment shall be made for resetting water valve boxes but the cost thereof shall be included in the lump sum
price bid for CLEARING SITE pay item.
The Contractor shall take extra caution when demolishing existing sidewalk and pouring proposed sidewalk around all
existing water valves, gas valves, oil fills, vents, monitoring well, etc. Any damage to any of the aforementioned items
shall be replaced by the Contractor at no additional cost to the owner.
SECTION 652 – SANITARY SEWERS
652.01 Description.
THE FOLLOWING SECTION IS ADDED:
The Contractor shall coordinate with the pertinent utility company prior to completing any work involving the resetting,
relocating and/or installation of utility features. Buried manholes shall be uncovered. Contractor shall not pave over any
manholes.
652.04 MEASUREMENT AND PAYMENT
THE FOLLOWING IS ADDED:
Item
Pay Unit
RESET MANHOLE, SANITARY SEWER, USING EXISTING CASTING
UNIT
RESET MANHOLE, SANITARY SEWER, USING NEW CASTING
UNIT
No separate payment shall be made for resetting of sanitary sewer pipe cleanouts, but the cost thereof shall be included
in the lump sum price bid for CLEARING SITE pay item.
SECTION 653 – GAS
653.01 Description.
THE FOLLOWING SECTION IS ADDED:
The Contractor shall coordinate with the pertinent utility company prior to completing any work involving the
resetting, relocating and/or installation of utility features. Buried valves/valve boxes shall be uncovered and reset to
meet adjacent pavement surface. Contractor shall not pave over any valves/valve boxes.
653.04 MEASUREMENT AND PAYMENT
THE LAST PARAGRAPH IS DELETED.
THE FOLLOWING SECTION IS ADDED:
SP-26 of SP-30
No separate payment shall be made for resetting gas valve boxes but the cost thereof shall be included in the lump sum
price bid for CLEARING SITE pay item
The Contractor shall take extra caution when demolishing existing sidewalk and pouring proposed sidewalk around all
existing water valves, gas valves, oil fills, vents, monitoring well, etc. Any damage to any of the aforementioned items
shall be replaced by the Contractor at no additional cost to the owner.
SP-27 of SP-30
DIVISION 700 – ELECTRICAL
SECTION 701 – GENERAL ITEMS
701.01 DESCRIPTION.
THE FOLLOWING SECTION IS ADDED:
Any Utility Pole near improvements, such as inlets, curbs or handicap ramps, shall be braced as directed in the field by
the Engineer. No separate pay item shall be made for bracing but all costs shall be included within the price bid for
CLEARING SITE pay item.
SP-28 of SP-30
DIVISION 800 – LANDSCAPING
SECTION 803 – PREPARATION OF EXISTING SOIL
803.04 MEASUREMENT AND PAYMENT
THE SECTION IS REVISED AS FOLLOWS:
Separate payment for the preparation of the existing soil for the installation of topsoil, seed and fertilizer adjacent to
driveway, curb and sidewalk to be replaced shall not be made and shall be paid under various items.
SECTION 804 – TOPSOILING
804.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
TOPSOIL SPREADING, 4” THICK
SQUARE YARD
SECTION 806 – FERTILIZING AND SEEDING
806.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
FERTILIZING AND SEEDING, TYPE ERNMX-106
SQUARE YARD
SECTION 809 – MULCHING
809.04 MEASUREMENT AND PAYMENT
Item
Pay Unit
STRAW MULCHING
SQUARE YARD
SP-29 of SP-30
DIVISION 900 – MATERIALS
SECTION 901 – AGGREGATES
901.10.01 Virgin
The following is added:
Dense Graded Aggregate (DGA) may only be produced from virgin DGA as described within this section.
901.10.02 Recycled Concrete Aggregate
This section is replaced by the following:
The Contractor may not produce DGA from Recycled Concrete Aggregate (RCA).
901.10.03 Virgin and RAP Mixture
This section is replaced by the following:
The Contractor may not produce DGA by adding any percent of Reclaimed Asphalt Pavement (RAP) to virgin DGA.
SECTION 902 – ASPHALT
902.02.03 Mix Design
THE FOLLOWING IS ADDED TO THE FIRST PARAGRAPH:
UNLESS OTHERWISE APPROVED BY THE ENGINEER, ONLY ONE SOURCE OF SUPPLY FOR HOT MIX
ASPHALT SURFACE COURSE MAY BE USED ON THE PROJECT.
902.02.04 Sampling and Testing
THE ENTIRE TEXT IS CHANGED TO:
E. Acceptance of HMA. The Department may accept the HMA as specified in 902.02.04.A through 902-02.04.E by
employing staff or an independent testing agency at the HMA plant during production. The inspector who
performs the quality assurance sampling shall be certified by the Society of Asphalt Technologists of New
Jersey as an Asphalt Plant Technologist, Level 2. Form “DS-8 HMA Testing Summary Report – State
Aid” provided on the Local Aid Website must be utilized by the Laboratory to report their findings to the
RE.
Alternatively, the Department may accept the HMA by Certification of Compliance according to 106.07.
SP-30 of SP-30
SECTION 903 – CONCRETE
903.01 CEMENT
THE ENTIRE SUBSECTION TEXT IS CHANGED TO:
Use cement, listed on the QPL, that is either portland cement or blended hydraulic cement and conforms to the
following:
Portland Cement, Type I, II, and Type III................................................................................................ ASTM C 150
Blended Hydraulic Cement, Type IS, IP, and IL ..................................................................................... ASTM C 595
Only use Type III portland cement for Class V concrete, prestressed Items, and precast Items.
Use portland cement pre-blended with a maximum of 25 percent fly ash, by weight, or a maximum of 5 percent silica
fume by weight, or with a maximum of 50 percent slag by weight for blended hydraulic cement Type IS or IP. Use
portland cement pre-blended with a minimum of 5 percent limestone content and a maximum of 15 percent limestone
content by weight for blended hydraulic cement Type IL. Ensure that a scaling test according to ASTM C 672 is
completed on the mix design if more than 30 percent slag is used and that the concrete has a visual rating less than 3
after 50 cycles.
Do not add additional mineral admixtures to blended hydraulic cements Type IS or IP at the concrete plant unless
approved by the ME. The use of additional mineral admixtures in blended hydraulic cement Type IL at the concrete
plant is permitted if the mineral admixture is listed on the QPL.
Do not mix different brands of cement, the same brand of cement from different mills, or different types of cement.
Provide suitable means for storing and protecting the cement against dampness. The ME will reject cement that has
become partially set or that contains lumps of caked cement. Ensure that the temperature of the cement at the time of
delivery to the mixer does not exceed 160°F.
SECTION 917 – LANDSCAPING MATERIALS
917.05.01
THE FOLLOWING SHALL BE ADDED:
Grass Seed Mixture (ERNMX-106) or approved equal
Botanical Name
Common Name
30.00% Festuca arundinacea, ‘Fawn’
Tall Fescue, ‘Fawn’
30.00% Lolium perenne, ‘Homerun’
Perennial Ryegrass, ‘Homerun’ (turf type)
15.00% Poa pratensis, ‘Shamrock’
Kentucky Bluegrass, ‘Shamrock’
15.00% Poa pratensis, ‘Volt’
Kentucky Bluegrass, ‘Volt’
10.00% Lolium multiflorum
Annual Ryegrass
100.00%
Seeding Rate:
75-150 lb per acre, or 3-5 lb per 1,000 sq ft
WAGE RATES
W 1 | 2
STATE & COUNTY
WAGE RATES
Are Available in the Office Of
Colliers Engineering & Design Inc. dba Maser Consulting
400 Valley Road Suite 304, Mt. Arlington, NJ 07856
W 2 | 2
Prevailing Wage
Request for Determination
To be used by the Public Body in requesting Wage Determination pursuant to the Prevailing
Wage Act, N.J.S.A. 34:11-56.25 et seq. and N.J.S.A. 34:1B-5.1, Chapter 150, Laws of 1963.
Complete and mail to:
Phone:
609-292-2259
Fax:
609-695-1174
Public Contracts Section
Office of Wage and Hour Compliance
CN 389
Trenton, NJ 08625-0389
Request is made for determination of wage rates to be paid laborers and mechanics on the work
described below:
Name and Title of Requesting Officer
Phone Number
Proposed Advertising Date
Address of Requesting Office
Estimated Value of Contract
Signature of Requesting Officer
Date of Request
Name and Address of Public Body (Owner)
Who Will be Awarding Contract
Name and Address of Official
Who will Receive Payrolls
Description of Work
Municipality
Location Where Work Will be Performed
County
Remarks
Note:
If faxed, do not send duplicate by mail.
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Evidence Detected
"...ving pipe, inlets and manholes as per the standard specifications. All mailboxes/mailbox posts, signage, containers, benches, parking meters, etc. within the boundaries of the project shall be removed, protected and reinstalled as directed by the engineer prior to the completion of the project. The contractor is re..."
performance bond
Evidence Detected
"...The successful bidder is hereby notified that a performance bond and labor and material (payment)
bond for the full amount of this project is required...."
liquidated damages
Evidence Detected
"...If the Contractor is permitted to finish the work after the specified period of completion, the
Owner shall have full authority to and may deduct and retain from any payments due the
Contractor the sum of One Thousand Dollars ($1000) for each calendar day thereafter that the
contract remains uncompleted, as a liquidated damage, and not as a penalty, to defray
reasonable loss to the Owner due to failure to complete the work in the stipulated time...."
Quick Actions
Visit Bid Portal2020 Cranford Paving Status2020 Various Roadway Improvements Makatom Dr., Morningside Pl., Indian Spring Rd. and Orchard St. Construction Plans2022 Construction Plans2022 Drainage Improvements Plans Retford Ave., Nomahegan Court, and Nomahegan RoadBrookside Place Revised 6 Construction Plans-CDT065 - NJDOT FY2019 - Brookside Place ImprovementsCDT0078 Inflow and Infiltration Phase 2 Bid Opening May 4thCDT0081 NJDOT FY2022 Spruce Street Improvements (Brookside Place to West End Place Bid Opening May 18 thClick Here for Paving Program Slide ShowConstruction Plans for 2022 Capital Road ImprovementsCONSTRUCTION PLANS FOR NJDOT FY2021 - BURNSIDE AVENUE DRAINAGE IMPROVEMENTSElm Street Area Drainage Improvement Project - Resident Letter and Zoom Meeting InformationElm Street Area Drainage Improvement Project PlansElm Street Area Drainage Improvement Project Resident Letter and Zoom Meeting InformationJames Ave. Drainage Improvements Project Construction PlansKENSINGTON AVENUE AND EDGAR AVENUE DRAINAGE IMPROVEMENTSMakatom, Morningside, Indian Spring, and Orchard Drainage Improvement Project - Resident Letter and Zoom Meeting InformationPhase 2B PlansREHABILITATION OF DIKE RIVERSIDE DRIVESpecifications For 2022 Capital Road Improvements
Contacts
Patricia Donahue
Township Clerk
Mary Tappen
hidden@email.com
UnlockJacqueline Dirmann
hidden@email.com
UnlockErik Hastrup
Department of Public Works
(***) ***-****
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Timeline
First Discovered
Mar 19, 2026
Last Info Update
Apr 30, 2026
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