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2023 Road Projects
BID #: N/A
ISSUED: 9/21/2023
OPENED: 12/8/2025
DUE: TBD
VALUE: TBD
100
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Executive Summary
This document outlines the engineering construction plans for the Township of Cranford's 2023 Road Program, with work anticipated to commence in 2024. The project encompasses road improvements on several key streets, including Colby Lane, 5th Avenue, Riverside Drive, and Scherrer Street, primarily involving milling and paving operations. The plans detail existing conditions, dimension plans, cross-sections, and full-depth reconstruction maps for each location.
Key requirements for contractors involve adherence to NJ Department of Transportation standards, implementation of soil erosion and sediment control measures, construction of ADA-compliant curb ramps, and comprehensive traffic control. Contractors are also responsible for obtaining necessary permits, using American-made materials, and coordinating extensively with utility companies and local police. The estimated project duration for construction is nine weeks.
The document provides technical specifications and notes on various aspects such as survey data, utility coordination, maintenance and protection of traffic, and environmental controls. It serves as a detailed guide for the execution of the road improvement works, indicating a project that has moved past the initial planning and approval stages.
Web Content
Road Improvements that were approved in the 2023 budget process will begin work in 2024.Anticipated 2023 Road Improvements to Begin 2024:StreetParametersScope of WorkColby LaneEntire length of roadMill and Pave5th AvenueCedar Street to Township borderMill and PaveRiverside DriveOrange to N Union AvenuesMill --- Detail Page --- 2023 Road Projects | 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 2023 Road Projects 2023 Road Projects Road Improvements that were approved in the 2023 budget process will begin work in 2024. Anticipated 2023 Road Improvements to Begin 2024: Street Parameters Scope of Work Colby Lane Entire length of road Mill and Pave 5th Avenue Cedar Street to Township border Mill and Pave Riverside Drive Orange to N Union Avenues Mill and Pave Scherrer Street Wade Avenue to dead end Mill and Pave Below (attached) is the Engineering Construction Plan. 2023 Road Projects Engineering Construction Plan 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: 2023 Road Projects Engineering Construction Plan ---
LOCATION #2:
COLBY LANE
(CUL-DE-SAC TO CUL-DE-SAC, INCLUDING
CONNECTION WITH CORNELL ROAD)
LOCATION #1:
SCHERRER STREET
(WADE AVENUE TO DEAD END)
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
LOCATION #3:
RIVERSIDE DRIVE
(ORANGE AVENUE TO N. UNION AVENUE)
TOWNSHIP
OF
CRANFORD
LOCATION #4:
FIFTH AVENUE
(CEDAR STREET TO CRANFORD BORDER)
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
INDEX OF SHEETS
SHEET No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3
EXISTING CONDITIONS PLAN (SCHERRER STREET)
4 - 5
EXISTING CONDITIONS PLAN (COLBY LANE)
6 - 7
EXISTING CONDITIONS PLAN (RIVERSIDE DRIVE)
8
EXISTING CONDITIONS PLAN (FIFTH AVENUE)
9 - 10
DIMENSION PLAN (SCHERRER STREET)
11 - 13
CROSS SECTIONS (SCHERRER STREET)
14 - 15
DIMENSION PLAN (COLBY LANE)
16 - 18
DIMENSION PLAN (RIVERSIDE DRIVE)
19 - 22
CROSS SECTIONS (RIVERSIDE DRIVE)
23
DIMENSION PLAN (FIFTH AVENUE)
24
FULL DEPTH RECONSTRUCTION MAP (SCHERRER STREET)
25 - 26
FULL DEPTH RECONSTRUCTION MAP (COLBY LANE)
27 - 28
FULL DEPTH RECONSTRUCTION MAP (RIVERSIDE DRIVE)
29
FULL DEPTH RECONSTRUCTION MAP (FIFTH AVENUE)
30
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
31 - 33
CONSTRUCTION DETAILS
34 - 37
NJDOT TRAFFIC CONTROL DETAILS
38 - 41
NJDOT CONSTRUCTION DETAILS
N
S
E
W
NORTH
COVER
1
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
SCALE: N.T.S.
CONSTRUCTION PLANS
FOR
2023 ROAD PROGRAM
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
TERRENCE CURRAN, DEPUTY MAYOR
GINA BLACK, COMMISSIONER
PAUL A. GALLO, COMMISSIONER
KATHLEEN MILLER PRUNTY, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
LAVONA PATTERSON, TOWNSHIP ADMINISTRATOR
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SURVEY NOTES:
1.
EXISTING FEATURES DEPICTED ON SCHERRER STREET ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR SCHERRER STREET" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY
COLLIERS ENGINEERING & DESIGN, DATED 09/19/23, LAST REVISED 10/27/23.
2.
EXISTING FEATURES DEPICTED ON RIVERSIDE DRIVE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR RIVERSIDE DRIVE" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS
ENGINEERING & DESIGN, DATED 09/19/23, UNREVISED.
3.
EXISTING FEATURES DEPICTED ON THE SOUTH SIDE OF FIFTH AVENUE, FROM STATION 0+40 TO STATION 2+50, STATION 3+25 TO STATION 4+25, STATION 4+60 TO STATION 5+45 AND STATION 8+95 TO STATION 9+35
ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED "PARTIAL TOPOGRAPHIC SURVEY FOR FIFTH AVENUE" FOR THE TOWNSHIP OF CRANFORD & BOROUGH OF GARWOOD, PREPARED BY COLLIERS ENGINEERING &
DESIGN, DATED 09/19/23, LAST REVISED 11/7/23.
4.
EXISTING FEATURES DEPICTED ON NORTH SIDE OF FIFTH AVENUE AND ON THE SOUTH SIDE OF FIFTH AVENUE FROM STATION 0+00 TO 0+40, STATION 2+50 TO STATION 3+25, STATION 4+25 TO STATION 4+60 AND
STATION 5+45 TO STATION 8+95 ARE APPROXIMATE AND ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED BY THE
CONTRACTOR.
5.
EXISTING CURBLINE AND SPOT ELEVATIONS DEPICTED ON COLBY LANE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED "EXISTING GRADE ELEVATIONS EXHIBIT FOR COLBY LANE" FOR THE TOWNSHIP OF
CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 09/19/23, LAST REVISED 10/27/23. ALL REMAINING EXISTING FEATURES DEPICTED ON COLBY LANE ARE APPROXIMATE AND ARE BASED ON AERIAL
IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED BY THE CONTRACTOR.
6.
HORIZONTAL POSITION OF THESE SURVEYS IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD83 ADJUSTMENT.
7.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88 ADJUSTMENT.
8.
THE VERTICAL AND HORIZONTAL DATUM WERE ESTABLISHED AT THE PROJECT SITES BY USING GPS SURVEY METHODS.
9.
UNDERGROUND UTILITIES AND FEATURES DEPICTED ON SCHERRER STREET, RIVERSIDE DRIVE, FIFTH AVENUE, FROM STATION 0+40 TO STATION 2+50, STATION 3+25 TO STATION 4+25, STATION 4+60 TO STATION 5+45
AND STATION 8+95 TO STATION 9+35 AND NORTH SIDE OF FIFTH AVENUE AND ON THE SOUTH SIDE OF FIFTH AVENUE FROM STATION 0+00 TO 0+40, STATION 2+50 TO STATION 3+25, STATION 4+25 TO STATION 4+60
AND STATION 5+45 TO STATION 8+95 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.
10.
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.
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, CONCRETE PROFILE 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.
13.
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.
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.
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.
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.
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.
4.
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.
5.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
6.
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.
3.
SIGNS THAT DESIGNATE PARKING STALLS MUST BE REINSTALLED AS SOON AS DEMOLITION IS COMPLETED TO ENSURE THAT HANDICAPPED INDIVIDUALS, AND OTHERS, MAINTAIN THEIR DESIGNATED PARKING SPACES
THROUGHOUT CONSTRUCTION.
4.
ADA ACCESSIBLE PARKING SIGNS MUST BE PLACED AS CLOSE TO THE FRONT OF A SPACE AS PERMITTED BY SITE CONDITIONS.
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 FULL DEPTH 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.
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.
SAFETY NOTE:
1.
THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND FOR PREVENTING AND PROHIBITING ACCESS TO THE CONSTRUCTION AREAS BY THE GENERAL PUBLIC.
2.
ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. APPLICABLE SAFETY CODES SHALL MEAN THE LATEST EDITION INCLUDING ANY AND ALL AMENDMENTS,
REVISIONS, AND ADDITIONS THERETO OF THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S "OCCUPATIONAL SAFETY AND HEALTH STANDARDS" (OSHA); "SAFETY AND
HEALTH REGULATIONS FOR CONSTRUCTION" OF THE STATE OF NEW JERSEY, DEPARTMENT OF LABOR AND INDUSTRY, BUREAU OF ENGINEERING AND SAFETY; "CONSTRUCTION SAFETY CODE" AND "MAINTENANCE,
CONSTRUCTION AND DEMOLITION" AND "BUILDING CODE".
'B' INLET
MODIFIED '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
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
10
V
HC
PARKING STALL COUNT
ADA ACCESSIBLE PARKING STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
FLUSH CURB
U
HOT MIX ASPHALT PAVEMENT REPAIR
ASPHALT ROAD MILL AND PAVE
ASPHALT ROAD CONSTRUCTED VIA
FULL DEPTH RECONSTRUCTION (AS REQUIRED)
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
TOP SOILING, FERTILIZING AND
SEEDING & STRAW MULCHING
RESET EXISTING CASTING (MANHOLE)
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING CASTING (INLET)
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALL
NEW BICYCLE SAFE GRATE
BICYCLE SAFE GRATE
QUANTITIES
H
Y
D
SCHERRER STREET
WADE AVENUE
0+00
1+00
2+00
N:665451.63
E:549876.90
SCHERRER STREET
6+60
3+00
4+00
5+00
6+00
N:665011.90
E:550368.52
S48° 11' 20.36"E
659.587
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-3-EX-SC By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(SCHERRER STREET)
3
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - THIS SHEET
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - THIS SHEET
H
Y
D
COLBY LANE
PC: 0+41.53
PT: 1+36.77
0+00
1+00
2+00
3+00
4+00
5+00
N:666404.74
E:540483.01
N04° 36' 27.83"E
41.528
N38° 42' 51.95"E
870.291
L=95.24
4
,
R=160.0
00
D=034.1067
H
Y
D
COLBY LANE
COLBY LANE
PC: 10+07.06
PT: 11+05.04
11+52
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
COLBY LANE ALIGNMENT
STA. 7+94.93
COLBY LANE ALIGNMENT
STA. 12+14.84
N:667289.56
E:541185.47
N:667056.18
E:540921.05
N66° 46' 54.82"E
46.786
L
=97.97 4,
R=200.
000
D=028.06
7
5
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-4-EX-CL By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(COLBY LANE)
4
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 5
CORNELL ROAD
COLBY LANE
15+36
14+00
15+00
N:666846.02
E:541183.14
S51° 16' 35.65"E
335.945
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-5-EX-CL By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(COLBY LANE)
5
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 4
RIVERSIDE DRIVE
ORANGE AVENUE
ORANGE AVENUE
CASINO AVENUE
H
Y
D
BP: 20+00.00
PC: 20+93.79
PC: 22+05.69
PC: 22+70.92
PC: 24+49.61
PC: 25+82
PT: 21+40.89
PT: 22+65.32
PT: 23+59.55
PT: 25+20.77
21+00
22+00
23+00
24+00
25+00
N:665861.65
E:546022.76
S79° 48' 43.47"E
93.787
S74° 24' 50.43"E
64.795
S60° 44' 51.04"E
5.597
S48° 47' 56.64"E
90.060
L=47.107, R=500.000
D=005.3981
L=59.631, R=250.000
D=013.6665
L=88.629, R=425.000
D=011.9484
L=71.162, R=300.000
D=013.5909
H
Y
D
RIVERSIDE DRIVE
PC: 25+82.57
PC: 27+77.36
PT: 25+20.77
PT: 26+12.10
PT: 28+95.95
0
26+00
27+00
28+00
29+00
S35° 12' 29.34"E
61.801
S31° 49' 28.76"E
165.264
L=29.527, R=500.000
D=003.3835
L=118.592, R=600.000
D=011.3247
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-6-EX-RD By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(RIVERSIDE DRIVE)
6
N
S
E
W
NORTH
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - THIS SHEET
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - SHEET 7
H
Y
D
PROSPECT AVENUE
NORTH
UNION AVENUE
RIVERSIDE DRIVE
EP: 34+57.44
PC: 30+74.64
PC: 31+63.49
PT: 28+95.95
PT: 31+28.08
PT: 32+33.04
28+00
29+00
30+00
31+00
32+00
33+00
34+00
N:665104.28
E:547173.12
S43° 08' 57.76"E
178.689
S73° 46' 09.46"E
35.406
S81° 44' 22.39"E
224.392
L=53.442, R=100.000
D=030.6199
L=69.554, R=500.000
D=007.9703
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-7-EX-RD By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(RIVERSIDE DRIVE)
7
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - RIVERSIDE DRIVE - STA. 29+00 - SHEET 6
N
S
E
W
NORTH
FIFTH AVENUE
CEDAR STREET
FIFTH AVENUE
CEDAR STREET
0+00
1+00
2+00
3+00
4+00
5+00
N:664481.89
E:540970.46
N79° 47' 03.55"E
984.910
H
Y
D
OAK STREET
6+00
7+00
8+00
9+00
N:664641.51
E:541856.19
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DEMO.dwg\C-8-EX-5A By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING
CONDITIONS PLAN
(FIFTH AVENUE)
8
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
H
Y
D
SCHERRER STREET
WADE AVENUE
0+00
1+00
2+00
LOM/LOP
95
94
95
95
95
94
94
95
94
94
96
30'
RE-GRADE EXISTING LANDSCAPE
AREA AS REQUIRED (TYP.)
MEET EXISTING
ELEVATIONS
DEPRESSED
CURB (TYP.)
GRANITE BLOCK
CURB (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
ASPHALT ROAD CONSTRUCTION VIA
MILL AND PAVE, ASPHALT OVERLAY
OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
MEET EXISTING
ELEVATIONS
CAUTION FENCE (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING TREE
TO BE REMOVED
APPROXIMATE
LOCATION OF TWO
(2) STREET TREES
PROFILE OF SCHERRER STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0+00
95.56
95.01
95.03
1+00
94.71
94.77
94.37
94.51
2+00
93.97
94.08
93.58
93.64
2+60
93.51
93.55
0.52%
0.89%
PROPOSED CENTERLINE
PROFILE (TYP.)
GBS: 0+37.40
GBE: 95.10
GBS: 1+52.91
GBE: 94.50
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L9S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(SCHERRER STREET)
9
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - SHEET 10
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
SCHERRER STREET
6+60
3+00
4+00
5+00
6+00
90
88
89
91
92
93
88
89
91
91
92
92
93
90
88
89
91
92
92
93
30'
BC 87.13
TC 87.63
G 87.26 (M.E.)
TC 87.68
BC 87.18
BC 87.24
TC 87.41
BC 87.45
TC 87.62
G 87.59 (M.E.)
BC 87.23
TC 87.40
G 87.82 (M.E.)
TC 87.67
BC 87.17
BC 87.13
TC 87.63
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
DEPRESSED CURB (TYP.)
INLET FILTER (TYP.)
GRANITE BLOCK CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
ASPHALT ROAD CONSTRUCTION VIA
MILL AND PAVE, ASPHALT OVERLAY
OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
CAUTION FENCE (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
EXISTING CURB TO
BE REMOVED (TYP.)
RESET EXISTING
SANITARY MANHOLE
RIM: 93.26
RESET EXISTING
SANITARY MANHOLE
RIM: 90.27
LIMIT OF
DISTURBANCE (TYP.)
DEPRESSED
CURB (TYP.)
PROFILE OF SCHERRER STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
85
90
95
100
85
90
95
100
2+60
93.51
93.55
3+00
93.11
93.11
92.39
92.41
4+00
91.70
91.77
91.11
91.24
5+00
90.72
90.81
90.45
90.42
6+00
89.69
89.38
87.27
6+60
1.40%
6.62%
0.65%
1.41%
1.13%
1.78%
HIGH POINT ELEV = 89.96
HIGH POINT STA = 5+82.71
PVI STA: 5+94.23
PVI ELEV: 89.80
K: 4.42
LVC: 23.05
BVCS: 5+82.71
BVCE: 89.96
EVCS: 6+05.76
EVCE: 89.03
PROPOSED CENTERLINE
PROFILE (TYP.)
DEPRESSED
CURB (TYP.)
GBS: 2+83.65
GBE: 93.34
GBS: 6+30.42
GBE: 87.40
GBS: 5+42.65
GBE: 90.52
GBS: 6+35.00
GBE: 87.45
GBS: 6+37.50
GBE: 87.59
LOW POINT ELEV = 90.64
LOW POINT STA = 5+25.53
PVI STA: 4+34.91
PVI ELEV: 91.22
K: 240.20
LVC: 181.24
BVCS: 3+44.29
BVCE: 92.49
EVCS: 5+25.53
EVCE: 90.64
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L10S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(SCHERRER STREET)
10
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - 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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF SCHERRER STREET 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
6" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY 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.
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.)
GRANITE BLOCK
CURB
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 0+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:95.23
TC:95.23
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 0+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:95.10
TC:95.10
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.97
TC:94.64
0.37%
2.00%
2.00%
19.81%
95.01
7.20%
2.00%
2.00%
17.36%
94.88
4.62%
2.00%
2.00%
12.49%
94.71
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.84
TC:94.84
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.71
TC:94.71
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.22
TC:94.55
3.81%
2.00%
2.00%
15.36%
94.55
7.35%
2.00%
2.00%
13.19%
94.37
9.84%
2.00%
2.00%
5.22%
94.21
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.50
TC:94.17
8.70%
2.00%
2.00%
2.64%
94.17
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 1+95
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.00
TC:94.33
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 2+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:94.06
TC:93.73
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:93.84
TC:93.84
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 2+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:93.60
TC:93.93
11.29%
2.00%
2.00%
9.12%
94.01
93.76
93.65
2.33%
2.00%
2.00%
8.42%
93.58
5.25%
2.00%
2.00%
8.31%
3.79%
2.00%
2.00%
5.81%
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X11S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(SCHERRER STREET)
11
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF SCHERRER STREET 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
6" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY 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.
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.)
GRANITE BLOCK
CURB
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 2+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:93.61
TC:93.28
6.31%
2.00%
2.00%
3.95%
93.40
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:92.98
TC:93.31
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 2+90
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:93.12
TC:93.45
9.67%
2.00%
2.00%
3.66%
93.25
11.35%
2.00%
2.00%
5.71%
93.11
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:92.96
TC:92.63
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:92.28
TC:92.61
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:92.28
TC:91.95
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+45
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
90
95
100
90
95
100
0
10
20
0
-10
-20
TC:92.35
TC:92.68
5.52%
2.00%
2.00%
5.11%
92.75
9.19%
2.00%
2.00%
6.22%
92.46
8.13%
2.00%
2.00%
11.11%
92.39
7.08%
2.00%
2.00%
2.54%
92.04
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:91.97
TC:91.97
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:91.69
TC:91.36
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 3+95
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:91.70
TC:92.03
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:91.21
TC:91.54
8.96%
2.00%
2.00%
5.80%
91.76
10.87%
2.00%
2.00%
2.35%
91.70
6.64%
2.00%
2.00%
2.86%
91.36
8.74%
2.00%
2.00%
5.35%
91.19
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X12S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(SCHERRER STREET)
12
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF SCHERRER STREET 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
6" (FULL
HEIGHT CURB)
2" (DEPRESSED CURB
AT DRIVEWAYS)
TC:XX.XX
±15' LANE WIDTH
±15' LANE WIDTH
50' RIGHT-OF-WAY 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.
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.)
GRANITE BLOCK
CURB
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:91.11
TC:91.44
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
0
-10
-20
TC:91.21
TC:90.88
7.10%
2.00%
2.00%
6.39%
91.11
8.28%
2.00%
2.00%
1.18%
90.90
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 4+90
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:90.76
TC:91.09
6.14%
2.00%
2.00%
3.22%
90.79
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:90.68
TC:91.01
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 5+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
0
-10
-20
TC:90.84
TC:90.51
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
0
-10
-20
TC:90.62
TC:90.62
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 5+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
0
-10
-20
TC:90.27
TC:89.94
90.72
6.71%
2.00%
2.00%
0.38%
90.55
1.76%
2.00%
2.00%
6.03%
90.45
6.77%
2.00%
2.00%
2.08%
90.33
4.71%
2.00%
2.00%
5.98%
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
30
0
-10
-20
TC:89.25
TC:89.58
0.51%
2.00%
2.00%
6.96%
89.69
CROSS SECTION OF SCHERRER STREET ALIGNMENT
STATION: 6+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
85
90
95
85
90
95
0
10
20
0
-10
-20
TC:87.96
TC:87.96
4.00%
2.00%
2.00%
1.65%
88.00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X13S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(SCHERRER STREET)
13
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
H
Y
D
COLBY LANE
PC: 0+41.53
PT: 1+36.77
0+00
1+00
2+00
3+00
4+00
5+00
BC 94.77 (M.E.)
TC 94.94 (M.E.)
BC 94.83
TC 95.07
BC 94.97
TC 95.14
BC 95.01
TC 95.34
BC 95.16
TC 95.49
BC 95.32
TC 95.65
BC 95.49
TC 95.66
BC 95.69 (H.P.)
TC 96.02
BC 95.58
TC 95.75
BC 95.29 (M.E.)
TC 95.52 (M.E.)
BC 95.10
TC 95.43
BC 95.47
TC 95.80
BC 95.60
TC 95.93
BC 95.62
TC 95.79
BC 95.56
TC 95.73
BC 95.53
TC 95.86
BC 94.67 (M.E.)
TC 95.00 (M.E.)
BC 94.91
TC 95.24
BC 94.82
TC 95.15
BC 94.74
TC 95.07
DEPRESSED
CURB (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
GRANITE BLOCK
CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE FROM
CENTER OF DEAD END BULB
TO PROPOSED GUTTERLINE
H
Y
D
COLBY LANE
COLBY LANE
PC: 10+07.06
PT: 11+05.04
6+00
7+00
8+00
9+00
10+00
11+00
11+52
12+00
13+00
6" SWL
6" SWL
BC 74.84 (M.E.)
TC 75.17 (M.E.)
BC 74.74
TC 75.07
BC 74.52
TC 74.85
BC 74.30
TC 74.63
BC 74.07
TC 74.40
BC 74.05 (M.E.)
TC 74.22
BC 73.89
TC 74.06
BC 73.88
TC 74.13
BC 74.49
TC 74.82
BC 74.66
TC 74.99
BC 74.84
TC 75.17
BC 73.98
TC 74.17
BC 74.03
TC 74.20
BC 74.37
TC 74.54
BC 74.38
TC 74.71
BC 74.90
TC 75.07
BC 74.88
TC 75.21
BC 75.01
TC 75.18
BC 75.02
TC 75.35
BC 75.15
TC 75.48
BC 73.77 (M.E.)
TC 74.27 (M.E.)
BC 75.30
TC 75.47
BC 75.28
TC 75.61
BC 75.40
TC 75.57
BC 75.41
TC 75.74
BC 75.46
TC 75.79
BC 75.61
TC 75.94
BC 75.75
TC 75.92
BC 75.73
TC 76.06
BC 75.86 (M.E.)
TC 76.03 (M.E.)
MEET EXISTING ELEVATIONS
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
MATCH EXISTING
CURB HEIGHT (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
INLET FILTER (TYP.)
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
CONCRETE SIDEWALK,
4" THICK (TYP.)
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
LIMIT OF
DISTURBANCE (TYP.)
COLBY LANE ALIGNMENT (MAINLINE)
STA. 7+94.93
COLBY LANE ALIGNMENT (BRANCH)
STA. 12+14.84
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
GRANITE BLOCK
CURB (TYP.)
DEPRESSED
CURB (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
RESET PAVER
SIDEWALK
RESET PAVER
DRIVEWAY
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE FROM
CENTER OF DEAD END BULB
TO PROPOSED GUTTERLINE
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L14C By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(COLBY LANE)
14
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 15
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
CORNELL ROAD
COLBY LANE
LOM/LOP
6" SWL
6" SWL
14+00
15+00
15+36
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING
ELEVATIONS
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
MATCH EXISTING
CURB HEIGHT (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
18" GRASS FLARE
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
INLET FILTER (TYP.)
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
MEET EXISTING
ELEVATIONS (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L15C By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(COLBY LANE)
15
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 14
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
RIVERSIDE DRIVE
ORANGE AVENUE
ORANGE AVENUE
CASINO AVENUE
H
Y
D
LOM/LOP
6" SWL
62
63
64
65
63
64
62
PC: 0+05.04
PC: 0+88.83
PC: 1+86.03
PC: 2+48.94
PC: 3+94.28
PT: 0+33.35
PT: 1+59.61
PT: 2+45.15
PT: 3+30.18
PT: 4+15.32
4+16
0+00
1+00
2+00
3+00
4+00
BP: 20+00.00
PC: 20+93.79
PC: 22+05.69
PC: 22+70.92
PC: 24+49.61
PC: 25+82
PT: 21+40.89
PT: 22+65.32
PT: 23+59.55
PT: 25+20.77
21+00
22+00
23+00
24+00
25+00
LOM/LOP
6" SWL
6" SWL
6" SWL
DEPRESSED
CURB (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
LIMIT OF
DISTURBANCE (TYP.)
MEET EXISTING ELEVATIONS
DETECTABLE WARNING
SURFACE (TYP.)
CURB RAMP (TYPE 2) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
CURB RAMP (TYPE 5) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
MEET EXISTING ELEVATIONS
MEET EXISTING ELEVATIONS
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
GRANITE BLOCK
CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
INLET FILTER (TYP.)
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
MEET EXISTING ELEVATIONS
MEET EXISTING
ELEVATIONS
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
6" SWL
CAUTION FENCE (TYP.)
CONCRETE CURB (CONCRETE CURB
SHALL BE POURED MONOLITHICALLY
WITH PROPOSED SIDEWALK TO NOT
INTERFERE WITH THE EXISTING CULVERT)
CONTRACTOR TO MILL OR RECONSTRUCT IN 1/2"
INCREMENTS AT THE CULVERT TO ENSURE MILLING
INTO THE CULVERT DOES NOT OCCUR. THE
CONTRACTOR SHALL USE A STATIC ROLLER WHEN
COMPACTING OVER THE EXISTING CULVERT
CONSTRUCT PROPOSED CURB
BEHIND THE EXISTING WATER VALVE
PROFILE OF RIVERSIDE DRIVE BC ALIGNMENT #1
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0+00
65.30
64.14
64.00
1+00
63.37
63.24
62.88
62.70
2+00
62.57
62.56
62.47
62.28
3+00
62.25
62.14
61.95
61.85
4+00
61.69
61.49
4+15.87
61.13
61.13
3.41%
1.95%
0.58%
2.22%
0.89%
1.37%
3.20%
0.87%
3.76%
0.82%
0.66%
HIGH POINT ELEV = 62.17
HIGH POINT STA = 2+91.13
PVI STA: 2+89.14
PVI ELEV: 62.20
K: 13.76
LVC: 19.89
BVCS: 2+79.20
BVCE: 62.11
EVCS: 2+99.09
EVCE: 62.14
HP ELEV
62.17
HIGH POINT ELEV = 62.61
HIGH POINT STA = 2+37.72
PVI STA: 2+37.39
PVI ELEV: 62.68
K: 1.20
LVC: 8.34
BVCS: 2+33.22
BVCE: 62.52
EVCS: 2+41.56
EVCE: 62.55
HP ELEV
62.61
HIGH POINT ELEV = 62.56
HIGH POINT STA = 1+98.86
PVI STA: 1+98.16
PVI ELEV: 62.59
K: 8.75
LVC: 12.99
BVCS: 1+91.66
BVCE: 62.53
EVCS: 2+04.65
EVCE: 62.54
HP ELEV
62.56
PROPOSED BC CURBLINE
PROFILE (TYP.)
GBS: 0+06.09
GBE: 65.35
GBS: 0+77.05
GBE: 63.45
GBS: 3+95.52
GBE: 61.58
GBS: 4+15.87
GBE: 61.13
GBS: 1+29.61
GBE: 62.98
GBS: 2+29.42
GBE: 62.38
LOW POINT ELEV = 63.74
LOW POINT STA = 0+61.73
PVI STA: 0+41.58
PVI ELEV: 64.14
K: 27.50
LVC: 40.30
BVCS: 0+21.43
BVCE: 64.82
EVCS: 0+61.73
EVCE: 63.74
LOW POINT ELEV = 61.98
LOW POINT STA = 2+62.86
PVI STA: 2+60.20
PVI ELEV: 61.95
K: 2.28
LVC: 9.27
BVCS: 2+55.56
BVCE: 62.10
EVCS: 2+64.83
EVCE: 61.99
LP ELEV
61.98
LOW POINT ELEV = 62.42
LOW POINT STA = 1+75.32
PVI STA: 1+73.19
PVI ELEV: 62.38
K: 7.79
LVC: 17.06
BVCS: 1+64.66
BVCE: 62.50
EVCS: 1+81.72
EVCE: 62.45
LP ELEV
62.42
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L16R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
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.
.
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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
Doing Business as
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(RIVERSIDE DRIVE)
16
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - SHEET 17
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTE: REFER TO THE CROSS SECTIONS
FOR TOP OF CURB ELEVATIONS.
H
Y
D
RIVERSIDE DRIVE
PC: 25+82.57
PC: 27+77.36
PT: 25+20.77
PT: 26+12.10
PT: 28+95.95
0
26+00
27+00
28+00
29+00
INLET FILTER (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - SHEET 16
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L17R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(RIVERSIDE DRIVE)
17
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - SHEET 18
PROFILE OF RIVERSIDE DRIVE BC ALIGNMENT #3
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
55
60
65
55
60
65
10+00
61.48
60.77
60.64
11+00
60.96
60.84
60.94
60.91
12+00
60.86
60.78
61.02
60.96
13+00
60.91
60.87
61.00
60.92
14+00
61.18
61.19
61.51
61.45
14+85.72
61.83
0.86%
0.36%
1.81%
0.53%
0.41%
PROPOSED BC CURBLINE
PROFILE (TYP.)
GBS: 10+17.69
GBE: 60.51
GBS: 11+39.22
GBE: 61.00
GBS: 11+75.35
GBE: 60.70
GBS: 12+87.54
GBE: 61.10
GBS: 14+70.84
GBE: 61.56
LOW POINT ELEV = 60.75
LOW POINT STA = 13+14.98
PVI STA: 13+09.18
PVI ELEV: 60.71
K: 9.02
LVC: 21.15
BVCS: 12+98.61
BVCE: 60.90
EVCS: 13+19.76
EVCE: 60.76
LP ELEV
60.75
H
Y
D
PROSPECT AVENUE
NORTH
UNION AVENUE
RIVERSIDE DRIVE
PC: 11+27.15
PC: 11+73.14
PC: 12+64.73
PC: 14+68.72
PT: 10+18.67
PT: 11+65.76
PT: 12+32.76
PT: 12+89.97
14+86
10+00
11+00
12+00
13+00
14+00
EP: 34+57.44
PC: 30+74.64
PC: 31+63.49
T: 28+95.95
PT: 31+28.08
PT: 32+33.04
28+00
29+00
30+00
31+00
32+00
33+00
34+00
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
6" SWL
LOM/LOP
LOM/LOP
CURB RAMP (TYPE 2) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
MEET EXISTING ELEVATIONS
MEET EXISTING ELEVATIONS
CURB RAMP (TYPE 3 & 4) CONTRACTOR
TO COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
MEET EXISTING ELEVATIONS
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
MEET EXISTING ELEVATIONS
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
MEET EXISTING ELEVATIONS
MEET EXISTING ELEVATIONS
CURB RAMP (TYPE 4) CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
MEET EXISTING
ELEVATIONS
MEET EXISTING
ELEVATIONS
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
DEPRESSED
CURB (TYP.)
GRANITE BLOCK
CURB (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE
GRATE (TYP.)
INLET FILTER (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
CAUTION FENCE
(TYP.)
61
61
61
62
61
61
MATCHLINE - RIVERSIDE DRIVE - STA. 29+00 - SHEET 17
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L18R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(RIVERSIDE DRIVE)
18
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTE: REFER TO THE CROSS SECTIONS
FOR TOP OF CURB ELEVATIONS.
TYPICAL CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
EXIST.ELEV.
TC:XX.XX
3" FULL HEIGHT CURB
(2" AT DRIVEWAYS)
VARIABLE LANE 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.
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.)
MILL AND
PAVE
SOUTHERN
PORTION OF
ROADWAY
PROPOSED
GRADE (TYP.)
GRANITE BLOCK
CURB
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 0+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:64.25
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 0+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:63.74
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 1+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:63.49
15.22%
3.89%
17.66%
4.73%
12.59%
4.08%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 1+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:63.27
5.98%
4.19%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:62.95
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 1+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.68
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 1+40
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
0
-10
TC:63.00
5.56%
4.56%
5.37%
4.97%
11.91%
4.97%
DRIVEWAY
LOCATION (2"
DEPRESSED CURB)
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.73
3.61%
2.30%
DRIVEWAY
LOCATION (2"
DEPRESSED CURB)
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 2+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.58
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.44
1.62%
4.77%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 2+37.50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.77
62.52
2.39%
0.75%
3.87%
0.50%
2" CURB
REVEAL
2" CURB
REVEAL
DRIVEWAY
LOCATION (2"
DEPRESSED CURB)
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X19R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(RIVERSIDE DRIVE)
19
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
EXIST.ELEV.
TC:XX.XX
3" FULL HEIGHT CURB
(2" AT DRIVEWAYS)
VARIABLE LANE 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.
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.)
MILL AND
PAVE
SOUTHERN
PORTION OF
ROADWAY
PROPOSED
GRADE (TYP.)
GRANITE BLOCK
CURB
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 2+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.33
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.30
1.99%
4.94%
3.66%
0.57%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 3+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.24
4.11%
0.46%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:62.10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #1
STATION: 3+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.95
0.87%
4.61%
3.09%
5.11%
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X20R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(RIVERSIDE DRIVE)
20
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
EXIST.ELEV.
TC:XX.XX
3" FULL HEIGHT CURB
(2" AT DRIVEWAYS)
VARIABLE LANE 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.
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.)
MILL AND
PAVE
SOUTHERN
PORTION OF
ROADWAY
PROPOSED
GRADE (TYP.)
GRANITE BLOCK
CURB
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 10+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 10+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:60.79
TC:60.89
TC:60.99
60.58
60.77
60.94
19.74%
7.39%
16.32%
6.05%
12.87%
4.84%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 11+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.09
TC:61.20
60.96
60.97
8.94%
4.06%
6.39%
3.20%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 11+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 11+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.16
TC:60.95
60.94
60.82
5.62%
3.62%
9.70%
4.51%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 12+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 12+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 12+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.03
TC:61.04
TC:61.21
60.86
61.05
61.02
7.40%
4.79%
10.08%
4.81%
10.93%
4.64%
DRIVEWAY
LOCATION (2"
DEPRESSED CURB)
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 12+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.30
61.04
12.80%
4.61%
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X21R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(RIVERSIDE DRIVE)
21
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TYPICAL CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
10
20
30
0
-10
EXIST.ELEV.
TC:XX.XX
3" FULL HEIGHT CURB
(2" AT DRIVEWAYS)
VARIABLE LANE 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.
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.)
MILL AND
PAVE
SOUTHERN
PORTION OF
ROADWAY
PROPOSED
GRADE (TYP.)
GRANITE BLOCK
CURB
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 13+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 13+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.12
TC:61.04
60.91
60.89
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 13+18
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:60.92
60.86
10.57%
6.74%
9.97%
6.37%
12.57%
6.61%
DRIVEWAY
LOCATION (2"
DEPRESSED CURB)
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 13+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.17
61.00
6.22%
5.54%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 13+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 14+25
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 14+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.30
TC:61.44
TC:61.57
61.10
61.18
61.31
6.52%
5.04%
7.11%
4.84%
4.15%
4.57%
CROSS SECTION OF RIVERSIDE DRIVE BC ALIGNMENT #3
STATION: 14+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
55
60
65
55
60
65
0
10
20
30
0
-10
TC:61.70
61.51
3.28%
4.09%
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\X22R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS
(RIVERSIDE DRIVE)
22
10
10
20
SCALE : 1" = 10'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
FIFTH AVENUE
CEDAR STREET
FIFTH AVENUE
CEDAR STREET
0+00
1+00
2+00
3+00
4+00
5+00
LOM/
LOP
12"
SWL
6" SWL
6" SWL
BC 82.70 (M.E.)
TC 83.20 (M.E.)
BC 82.19 (M.E.)
TC 82.69 (M.E.)
BC 82.44 (H.P.)
TC 82.61 (H.P.)
BC 82.39
TC 82.56
BC 82.38
TC 82.88
BC 82.03 (M.E.)
TC 82.53 (M.E.)
BC 81.62 (M.E.)
TC 81.96 (M.E.)
BC 81.79 (M.E.)
TC 82.29 (M.E.)
BC 81.78
TC 81.95
BC 81.70
TC 81.97
BC 81.64
TC 81.81
BC 81.05 (M.E.)
TC 81.38 (M.E.)
BC 81.34 (M.E.)
TC 81.84 (M.E.)
BC 81.21
TC 81.54
BC 81.20
TC 81.37
BC 81.12
TC 81.29
BC 81.11
TC 81.44
G 81.39 (M.E.)
G 81.67 (M.E.)
G 81.54 (M.E.)
G 82.00 (M.E.)
G 82.24 (M.E.)
G 82.07 (M.E.)
G 82.23 (M.E.)
G 82.27 (M.E.)
G 82.29 (M.E.)
BC 82.25
TC 82.50
BC 82.24
TC 82.41
BC 82.15
TC 82.32
BC 82.12
TC 82.45
BC 82.43
TC 82.68
G 83.06 (M.E.)
G 83.02 (M.E.)
G 83.17 (M.E.)
G 82.88 (M.E.)
G 82.66 (M.E.)
G 82.72 (M.E.)
G 82.52 (M.E.)
G 82.54 (M.E.)
MEET EXISTING ELEVATIONS
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
DETECTABLE WARNING
SURFACE (TYP.)
DEPRESSED
CURB (TYP.)
GRANITE BLOCK
CURB (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING AND
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2"
THICK (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE GRATE (TYP.)
INLET FILTER (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
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
FLUSH 9" X 18" CONCRETE
VERTICAL CURB
MEET EXISTING ELEVATIONS
LIMIT OF
DISTURBANCE (TYP.)
CAUTION FENCE (TYP.)
H
Y
D
OAK STREET
6+00
7+00
8+00
9+00
LIMIT OF
DISTURBANCE (TYP.)
LOM/LOP - CONTRACTOR SHALL CONFIRM
EXACT PAVING LIMITS IN THE FIELD WITH
THE ENGINEER DURING CONSTRUCTION
HMA MILLING, 3" OR LESS
HOT MIX ASPHALT 9.5M64
SURFACE COURSE
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\L23F By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
DIMENSION PLAN
(FIFTH AVENUE)
23
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
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 SHOULD REFER TO THE FULL DEPTH
RECONSTRUCTION MAPS FOR ALL LOCATIONS OF HOT MIX ASPHALT
PAVEMENT REPAIR.
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
H
Y
D
SCHERRER STREET
WADE AVENUE
0+00
1+00
2+00
SCHERRER STREET
6+60
3+00
4+00
5+00
6+00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F24S By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(SCHERRER STREET)
24
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - THIS SHEET
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - SCHERRER STREET - STA. 2+60 - THIS SHEET
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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 PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
H
Y
D
COLBY LANE
PC: 0+41.53
PT: 1+36.77
0+00
1+00
2+00
3+00
4+00
5+00
H
Y
D
COLBY LANE
COLBY LANE
PC: 10+07.06
PT: 11+05.04
6+00
7+00
8+00
9+00
10+00
11+00
11+52
12+00
13+00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F25C By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(COLBY LANE)
25
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
MATCHLINE - COLBY LANE - STA. 5+75 - THIS SHEET
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 26
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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 PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
CORNELL ROAD
COLBY LANE
14+00
15+00
15+36
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F26C By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(COLBY LANE)
26
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
MATCHLINE - COLBY LANE - STA. 13+00 - SHEET 25
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
RIVERSIDE DRIVE
ORANGE AVENUE
ORANGE AVENUE
CASINO AVENUE
H
Y
D
PC: 0+05.04
PC: 0+88.83
PC: 1+86.03
PC: 2+48.94
PC: 3+94.28
PT: 0+33.35
PT: 1+59.61
PT: 2+45.15
PT: 3+30.18
PT: 4+15.32
4+16
0+00
1+00
2+00
3+00
4+00
BP: 20+00.00
PC: 20+93.79
PC: 22+05.69
PC: 22+70.92
PC: 24+49.61
PC: 25+82
PT: 21+40.89
PT: 22+65.32
PT: 23+59.55
PT: 25+20.77
21+00
22+00
23+00
24+00
25+00
H
Y
D
RIVERSIDE DRIVE
PC: 25+82.57
PC: 27+77.36
PT: 25+20.77
PT: 26+12.10
PT: 28+95.95
0
26+00
27+00
28+00
29+00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F27R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(RIVERSIDE DRIVE)
27
N
S
E
W
NORTH
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - THIS SHEET
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - THIS SHEET
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - RIVERSIDE DRIVE - STA. 25+15 - SHEET 28
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
H
Y
D
PROSPECT AVENUE
NORTH
UNION AVENUE
RIVERSIDE DRIVE
PC: 11+27.15
PC: 11+73.14
PC: 12+64.73
PC: 14+68.72
PT: 10+18.67
PT: 11+65.76
PT: 12+32.76
PT: 12+89.97
14+86
10+00
11+00
12+00
13+00
14+00
EP: 34+57.44
PC: 30+74.64
PC: 31+63.49
PT: 28+95.95
PT: 31+28.08
PT: 32+33.04
28+00
29+00
30+00
31+00
32+00
33+00
34+00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F28R By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(RIVERSIDE DRIVE)
28
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - RIVERSIDE DRIVE - STA. 29+00 - SHEET 27
N
S
E
W
NORTH
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
FIFTH AVENUE
CEDAR STREET
FIFTH AVENUE
CEDAR STREET
0+00
1+00
2+00
3+00
4+00
5+00
H
Y
D
OAK STREET
6+00
7+00
8+00
9+00
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-LAYT.dwg\F29F By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
FULL DEPTH
RECONSTRUCTION MAP
(FIFTH AVENUE)
29
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE - FIFTH AVENUE - STA. 5+75 - THIS SHEET
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE PAID UNDER "HOT MIX ASPHALT PAVEMENT REPAIR"
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
SOIL EROSION & SEDIMENT
CONTROL NOTES AND
DETAILS
30
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
3 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: 9 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
AREA OF DISTURBANCE = 17,257 SF OR 3.57 ACRES
NOT TO SCALE
SEEDING MIX
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DTLS.dwg\C-30-SESC DETAILS By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
31
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
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.
N.T.S.
HOT MIX ASPHALT DRIVEWAY, 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".
MATCH EXISTING
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
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DATE
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SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DTLS.dwg\C-31-DETAILS By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
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
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) WHERE
INDICATED ON THE
CONSTRUCTION PLANS
FLUSH CURB
FLUSH CURB
CONSTRUCTION DETAILS
32
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"
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 AND SIDEWALK DETAIL
NOTES:
1.
CONTRACTOR TO SET TOP OF BEDDING SO THAT TOP OF PAVERS ARE AT FINISHED
GRADE AFTER COMPACTION.
2.
PAVERS SHOULD BE RESET FLUSH WITH ADJACENT PAVEMENT.
3.
EXISTING PAVERS SHALL BE RESET AS SHOWN ON THE PLANS AND DIRECTED IN THE
FIELD BY THE ENGINEER.
4.
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"
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DTLS.dwg\C-32-DETAILS By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
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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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
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
PLASTIC CHAIN
2" DIA. HARDWOOD STAKES 2/3 TREE HT. MIN. 2 PER TREE
LOCATED OUTSIDE OF PLANTING PIT
4" SHREDDED HARDWOOD BARK MULCH
6" SAUCER RIM
FINISHED GRADE OF CONCRETE SIDEWALK
UNDISTURBED SUBSOIL
REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD
BURLAP BACK 1/3 FROM TOP OF ROOT BALL.
PREPARED BACKFILL MIX; SEE GENERAL PLANTING NOTE NO. 9
IF PLANT IS SHIPPED WITH A WIRE BASKET, CUT THE WIRE IN
FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE
PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL
12" MIN
VARIES
12" MIN
7'-0" MIN
30"MIN
14' MIN,
SHADE/STREET
TREE(TYPICAL)
NOTES:
1.
NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.
2.
PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY.
TREE CROWN AND TRUNK SHALL BE FREE OF DEFECTS AND
TRUE TO FORM. LEADER OF TREE SHALL NEVER BE CUT.
GRANITE BLOCK
TREE WELL
24" DEEP ROOT BARRIER BY DEEP ROOT OR APPROVED EQUAL
ROOT FLARE SHALL BE EXPOSED AND FLUSH
WITH FINISHED GRADE
CURB
STREET
1" SAND OR STONE DUST
SETTING BED
ROOT BALL
3'X3' TREE WELL
N.T.S.
STREET TREE PLANTING DETAIL
N.T.S.
CURB PIECE (TYPE 'N' & 'P') DETAIL
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"
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
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"
TYPE 'N'
48"
54"
2"
1-1/4"
TYPE 'P'
4"
6" OR 8" AS REQ'D
BY ENGINEER
CONSTRUCTION DETAILS
33
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.
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.
ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2024. 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\CDT0087\Engineering\Site Plans\C-DTLS.dwg\C-33-DETAILS By: BKUNZ
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
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2023 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/21/23
BAK
BKP
CDT0087
41
1
3/15/24
BAK
REVISED RIVERSIDE DRIVE PROFILE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
Kevin E. Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
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.
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First Discovered
Apr 27, 2026
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