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Road Projects
BID #: CDT0116
ISSUED: 7/7/2025
OPENED: 1/26/2026
DUE: TBD
VALUE: TBD
100
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Executive Summary
This document contains construction plans for road improvements in the Township of Cranford, New Jersey, as part of the NJDOT FY2024 program. The project focuses on Cummings Street, Thomas Street, and Hillside Avenue, addressing existing conditions with asphalt milling and paving, asphalt overlays, and full-depth reconstruction as needed. The project includes the construction and upgrade of curb ramps to ADA standards, replacement of existing storm drain grates with bicycle-safe grates, and restoration of disturbed areas. Contractors must adhere to NJDOT standards, coordinate with local authorities, and ensure public safety and access throughout the project's duration.
Web Content
Please refer to the sidebar at left and/or drop down menu to view yearly road projects planned by the Township of Cranford. --- Detail Page --- 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 2025 Road Program 2024 Road Projects Construction Plans 2024 Road Program: Belmont Avenue, Kensington Avenue, and Summit Road Cummings Street, Thomas Street and Hillside Avenue Road Projects - Completed 2023 Road Projects 2018 Municipal Paving Program Home Departments Engineering Department Road Projects Road Projects Please refer to the sidebar at left and/or drop down menu to view yearly road projects planned by the Township of Cranford. Contact Us Engineering Department Email Physical Address Engineering Department Cranford , NJ 07016 Phone: 908-709-7219 Directory 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: 2025 Road Program ---
NORTH AVENUE WEST
(NEW JERSEY STATE ROUTE NO. 28)
NORTH AVE.
(N. J. STATE ROUTE NO. 28)
CENTENNIAL AVENUE (COUNTY ROUTE NO. 615)
WALNUT AVENUE
EAST
NORTH UNION AVENUE
(COUNTY ROUTE NO. 632)
ORCHARD STREET
WEST HOLLY STREET
MILN STREET
HOLLY STREET
ALDEN STREET
WOODLAWN AVENUE
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
CULIN DRIVE
DORCHESTER AVENUE
DENMAN ROAD
DENMAN PLACE
WILSHIRE DRIVE
LENHOME DRIVE
BLAKE AVENUE
BLUFF
STREET
AVENUE
AVENUE
PARKWA
NEW JERSEY TRANSIT CORPORATION
CHERRY STREET
WASHINGTON PLACE
HIGH STREET
SOUTH UNION AVENUE
HILLCREST AVENUE
BURNSIDE AVENUE
STOUGHTON AVENUE
LEXINGTON AVENUE
NEW STREET
MARSH STREET
WILLIAMS STREET
LINCOLN AVENUE WEST
LIVINGSTON AVENUE
HILLSIDE AVENUE
ELM AVENUE
BROAD STREET
MANSION TERRACE
HICKORY ST
HAWTHORN STREET
PINE STREET
HIGH STREET
CONSOLIDATED RAIL CORPORATION
LINCOLN PARK EAST
LINCOLN PARK EAST
SOUTH AVENUE EAST (COUNTY ROUTE NO. 610)
RAHWAY RIVER
LINCOLN AVENUE EAST
SHADOWLAWN WAY
RETFORD AVENUE
DENMAN ROAD
LINCOLN AVENUE WEST
LINCOLN AVENUE EAST
WALNUT AVENUE
(COUNTY ROUTE NO. 632)
WALNUT AVENUE
BOROUGH OF GARWOOD
PROJECT LOCATION:
STOUGHTON AVENUE
(LEXINGTON AVENUE TO SHADOWLAWN WAY)
PROJECT LOCATION:
NORTH UNION AVENUE
(WALNUT AVENUE TO NORTH AVENUE)
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-CVER.dwg\1.01-COVER By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
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MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION PLANS
FOR
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSY
INDEX OF SHEETS
DESCRIPTION
SHEET NUMBER
COVER
1.01
GENERAL NOTES, QUANTITIES AND LEGEND
1.02
CONSTRUCTION PLAN (STOUGHTON AVENUE)
1.03-1.05
CONSTRUCTION PLAN (NORTH UNION AVENUE)
1.06
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
1.07
CONSTRUCTION DETAILS
1.08-1.11
NJDOT TRAFFIC CONTROL DETAILS
1.12-1.15
NJDOT CONSTRUCTION DETAILS
1.16-1.19
COVER
1.01
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
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
TERRENCE CURRAN, MAYOR
PAUL A. GALLO, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
KATHLEEN MILLER PRUNTY, COMMISSIONER
GINA BLACK, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
LAVONA PATTERSON, TOWNSHIP ADMINISTRATOR/CFO
0
400
400
SCALE : 1" = 400'
N
S
E
W
NORTH
KEY MAP
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION DETAILS ROADWAY-TRAFFIC CONTROL-BRIDGE" BOOKLET, 2016
AND "STANDARD ELECTRICAL DETAILS" BOOKLET, 2007 WITH AMENDMENTS THERETO SHALL GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN.
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-CVER.dwg\1.02-NOTES By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES,
QUANTITIES AND LEGEND
1.02
SURVEY NOTES:
1.
THE EXISTING FEATURES DEPICTED ON THIS PLAN NORTHEAST OF THE LEXINGTON AVENUE AND STOUGHTON AVENUE INTERSECTION, STATION 1+00 TO 2+90, AT THE INTERSECTION OF LIVINGSTON AVENUE AND STOUGHTON
AVENUE, STATION 9+00 TO 10+50 AND FROM THE INTERSECTION OF MARSH STREET AND STOUGHTON AVENUE TO THE INTERSECTION OF CULIN DRIVE AND STOUGHTON AVENUE, STATIONS 16+20 TO 21+60 ARE BASED ON
INFORMATION FROM THE SURVEY TITLED, "TOPOGRAPHIC SURVEY FOR STOUGHTON AVENUE AT VARIOUS INTERSECTIONS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 11/21/24.
2.
ALL OTHER EXISTING FEATURES DEPICTED ON STOUGHTON AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
3.
THE EXISTING FEATURES DEPICTED ON NORTH UNION AVENUE ARE BASED ON INFORMATION FROM THE SURVEY TITLED, "RIGHT OF WAY AND TOPOGRAPHIC SURVEY FOR EASTMAN STREET CLOSURE" FOR TOWNSHIP OF
CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 01/15/25, LAST REVISED ON 04/21/25.
4.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD83 ADJUSTMENT.
5.
THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88 ADJUSTMENT.
6.
THE VERTICAL AND HORIZONTAL DATUM WERE ESTABLISHED AT THE PROJECT SITE BY USING GPS SURVEY METHODS.
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.
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.
9.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GAS COMPANY FOR THE INSTALLATION AND INSPECTION OF THE PROTECTIVE STEEL PLATE OVER THE EXISTING GAS MAIN.
10.
THE CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST PITS WHERE INDICATED ON THE FULL DEPTH RECONSTRUCTION PLANS - SEE SHEET 1.14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEPTHS OF THE EXISTING
GAS MAIN AND PROVIDING THE INFORMATION TO THE ENGINEER AS DETAILED IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING STEEL PLATES OVER THE EXISTING GAS MAIN IF THE PROPOSED
COVER OF THE GAS MAINS IS LESS THAN 24” AFTER THE PROPOSED GRADING MODIFICATIONS. THE CONTRACTOR IS NOT BE RESPONSIBLE FOR INSTALLING STEEL PLATES ALONG SECTIONS OF THE GAS MAIN THAT HAVE A
REVEAL OF 24” OR GREATER.
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 SITE 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".
QUANTITIES
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
S
D
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE (WITH
DIRECTION)
UNKNOWN UTILITY
CATV
E
PARKING STALL COUNT
ADA ACCESSIBLE PARKING STALL
DEPRESSED CURB AND ADA RAMP
ASPHALT ROAD CONSTRUCTED
VIA MILL AND PAVE
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK
TOP SOILING, FERTILIZING AND
SEEDING & STRAW MULCHING
HOT MIX ASPHALT PAVEMENT REPAIR
RESET PAVERS
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
TREE REMOVAL (VARIOUS SIZES -
REFER TO PLANS)
TEMPORARY TREE PROTECTION
OR BASELINE (LABEL AS SUCH)
TRAVERSE LINE, CENTER LINE
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
FLUSH CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
'B' INLET
MODIFIED 'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
H
Y
D
STOUGHTON AVENUE
LEXINGTON AVENUE
LOM/LOP
± 28'
1+00
2+00
3+00
4+00
BC 82.04
BC 82.01
BC 80.97
BC 80.04
BDC 80.99
BDC 80.83
BDC 81.38
BDC 80.92
BDC 80.71
TC 82.37
TC 82.34
TC 80.37
TDC 81.16
TDC 81.55
TDC 81.00
TDC 81.09
TDC 80.88
TC 81.30
24" SWL
2 - 4"SYL
5+00
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT
DRIVEWAY,
2" THICK (TYP.)
DEPRESSED
BELGIAN BLOCK CURB,
2" CURB REVEAL
RESTORATION USING:
TOPSOIL SPREADING, 6" THICK
FERTILIZING AND SEEDING, TYPE ERNMIX-106
STRAW MULCHING (TYP.)
SINGLE BLOCK TO BE MORTARED
IN PLACE. ALL MATERIAL AND
WORK ASSOCIATED WITH THIS TO
BE COVERED UNDER THE PAY
ITEM "GRANITE BLOCK CURB".
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
BRACE EXISTING UTILITY POLE
IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE
AND UTILITY COMPANY
REQUIREMENTS (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
TRAFFIC MARKING
SYMBOL (STOP)
BELGIAN
BLOCK CURB
BELGIAN
BLOCK CURB
DEPRESSED
BELGIAN BLOCK CURB,
2" CURB REVEAL
DEPRESSED
BELGIAN BLOCK CURB,
2" CURB REVEAL
H
Y
D
± 32'
± 32'
5+00
6+00
7+00
8+00
9+00
9+25
CURB RAMP (TYPE 4),
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
CONCRETE SIDEWALK,
4" THICK (TYP)
MEET EXISTING
LIMIT OF DISTURBANCE (TYP.)
BRACE EXISTING UTILITY POLE
IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE
AND UTILITY COMPANY
REQUIREMENTS (TYP.)
TREE
PROTECTION
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
RESTORATION USING:
TOPSOIL SPREADING, 6" THICK
FERTILIZING AND SEEDING, TYPE ERNMIX-106
STRAW MULCHING (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
2.5'
9" X 18" CONCRETE
VERTICAL CURB
(DEPRESSED,
2" CURB REVEAL)
9" X 18" CONCRETE
VERTICAL CURB
(DEPRESSED,
2" CURB REVEAL)
71
9" X 18" CONCRETE
VERTICAL CURB (FLUSH)
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-LAYT-0102.dwg\1.03-LAYOUT By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
MATCHLINE - STA. 5+00
- THIS SHEET
MATCHLINE - STA. 9+25 -
SHEET 1.04
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
CONSTRUCTION PLAN
(STOUGHTON AVENUE)
1.03
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
NOTES:
1.
REFER TO SHEET 1.02 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
THE EXISTING FEATURES DEPICTED ON THIS PLAN NORTHEAST OF THE LEXINGTON AVENUE AND STOUGHTON AVENUE INTERSECTION, STATION
1+00 TO 2+90, AT THE INTERSECTION OF LIVINGSTON AVENUE AND STOUGHTON AVENUE, STATION 9+00 TO 10+50 AND FROM THE
INTERSECTION OF MARSH STREET AND STOUGHTON AVENUE TO THE INTERSECTION OF CULIN DRIVE AND STOUGHTON AVENUE, STATIONS
16+20 TO 21+60 ARE BASED ON INFORMATION FROM THE SURVEY TITLED, "TOPOGRAPHIC SURVEY FOR STOUGHTON AVENUE AT VARIOUS
INTERSECTIONS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 11/21/24.
3.
ALL OTHER EXISTING FEATURES DEPICTED ON STOUGHTON AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE
FIELD. ALL INFORMATION DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
MATCHLINE - STA. 5+00
- THIS SHEET
H
Y
D
LIVINGSTON
AVENUE
H
Y
D
STOUGHTON AVENUE
LOM/LOP
LOM/LOP
± 30'
CURB RAMP (TYPE 4),
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 6), CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5), CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
LEVEL LANDING
10+00
11+00
12+00
13+00
14+00
BC 71.06
TC 71.39
TAPER PROPOSED CONCRETE
CURB AROUND EXISTING
WATER VALVE
BC 70.45
TC 70.78
BC 70.40
TC 70.40
G 70.32
G 70.26
G 71.31(M.E.)
G 70.65(M.E.)
G 70.74
G 70.91(M.E.)
BC 70.18
TC 70.18
BC 70.11
TC 70.11
BDC 70.36
TDC 70.36
G 70.35(M.E.)
G 70.40
14+50
9+25
8" SWL (TYP.)
8" SWL (TYP.)
MEET
EXISTING
12" SWL (TYP.)
LEVEL LANDING
3' R
9" X 18" CONCRETE VERTICAL CURB (FLUSH, TYP.)
MEET EXISTING
CONCRETE SIDEWALK,
4" THICK (TYP)
MEET EXISTING
11' R
10' R
28' R
MEET EXISTING
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
9" X 18" CONCRETE VERTICAL CURB
(DEPRESSED, 2" CURB REVEAL, TYP.)
RESTORATION USING:
TOPSOIL SPREADING, 6" THICK
FERTILIZING AND SEEDING, TYPE ERNMIX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
CONTRACTOR TO RESET ANY ROAD SIGNS
AFFECTED BY THE RESTORATION AREA. ALL WORK
AND MATERIALS ASSOCIATED WITH THIS TO BE
COVERED UNDER THE PAY ITEM "CLEARING SITE"
(TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE AND UTILITY COMPANY REQUIREMENTS
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
RESET MANHOLE,
SANITARY SEWER, USING
EXISTING CASTING (TYP.)
RIM: 70.58
MATCH EXISTING
CURB HEIGHT
MATCH EXISTING
CURB HEIGHT
MATCH EXISTING
CURB HEIGHT
MATCH
EXISTING
CURB HEIGHT
STOUGHTON AVENUE
MARSH STREET
MARSH STREET
LOM/LOP
± 30'
15+00
16+00
17+00
18+00
19+00
BC 67.34
BC 66.51
BDC 67.59
BDC 66.94
BC 67.24
BC 66.77
BC 66.87
BC 66.43
BC 67.32
BC 66.84
BDC 67.54
BDC 67.49
BDC 66.90
BDC 66.97
BDC 66.98
BDC 66.85
BDC 67.15
BDC 66.98
BDC 66.0
TDC 67.76
TDC 67.32
TDC 67.15
TDC 66.2
TDC 67.02
TDC 67.15
TDC 67.14
TDC 67.07
TDC 67.71
TDC 67.66
TC 67.65
TC 67.67
TC 67.20
TC 66.76
TC 67.10
TC 66.84
BC 67.43
TC 67.57
TC 67.76
TC 67.11
BC 66.83
G 67.40
G 67.06
G 67.48
TDC 67.11
TC 67.17
BC 67.10
TC 67.43
G 67.61(H.P.)
BDC 67.07
BDC 67.17
BDC 66.90
BDC 66.88
TDC 67.24
TDC 67.34
TDC 67.05
TDC 67.07
67.91
G 66.96
14+50
19+60
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH
A NEW N-ECO CURB PIECE AND
BICYCLE SAFE GRATE
INLET FILTER (TYP.)
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH
A NEW N-ECO CURB PIECE AND
BICYCLE SAFE GRATE
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH A
NEW N-ECO CURB PIECE
EXISTING INLET SHALL BE
REPAIRED AND RESET
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
9" X 18" CONCRETE VERTICAL CURB
(DEPRESSED, 2" CURB REVEAL)
RESET PA
9" X 18"
VERTICAL CURB (
2" CU
CONCRETE SIDEWALK 4"
THICK (TYP.)
RESTORATION USING:
TOPSOIL SPREADING, 6" THICK
FERTILIZING AND SEEDING, TYPE ERNMIX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MATCH EXISTING
CURB HEIGHT
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TREE PROTECTION (TYP.)
BRACE EXISTING UTILITY POLE
IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE
AND UTILITY COMPANY
REQUIREMENTS (TYP.)
GR. 66.31 (V.I.F.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
68
67
67
N
S
E
W
NORTH
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-LAYT-0102.dwg\1.04-LAYOUT By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
CONSTRUCTION PLAN
(STOUGHTON AVENUE)
1.04
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
MATCHLINE - STA. 14+50 -
THIS SHEET
MATCHLINE - STA. 9+25 -
SHEET 1.03
MATCHLINE - STA. 14+50 -
THIS SHEET
MATCHLINE - STA. 19+60 -
SHEET 1.05
NOTES:
1.
REFER TO SHEET 1.02 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
THE EXISTING FEATURES DEPICTED ON THIS PLAN NORTHEAST OF THE LEXINGTON AVENUE AND STOUGHTON AVENUE INTERSECTION, STATION
1+00 TO 2+90, AT THE INTERSECTION OF LIVINGSTON AVENUE AND STOUGHTON AVENUE, STATION 9+00 TO 10+50 AND FROM THE
INTERSECTION OF MARSH STREET AND STOUGHTON AVENUE TO THE INTERSECTION OF CULIN DRIVE AND STOUGHTON AVENUE, STATIONS
16+20 TO 21+60 ARE BASED ON INFORMATION FROM THE SURVEY TITLED, "TOPOGRAPHIC SURVEY FOR STOUGHTON AVENUE AT VARIOUS
INTERSECTIONS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 11/21/24.
3.
ALL OTHER EXISTING FEATURES DEPICTED ON STOUGHTON AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE
FIELD. ALL INFORMATION DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
CULIN DRIVE
CULIN DRIVE
STOUGHTON AVENUE
LOM/LOP
± 32'
20+00
21+00
22+00
23+00
24+00
BC 66.87
BC 66.43
BDC 66.55
BDC 65.88
BC 65.87
BC 65.10
BDC 66.63
BDC 66.47
BDC 66.04
BDC 65.86
TDC 66.80
TDC 66.72
TDC 66.64
TDC 66.03
TDC 66.05
TDC 66.21
TC 67.20
TC 66.20
TC 66.76
TC 65.43
66.68
G 66.11(M.E.)
BDC 65.02
BDC 65.04
BDC 64.90
TDC 65.21
TDC 65.07
TDC 65.19
G 65.82(M.E.)
BC 65.56
TC 65.89
24+50
19+60
19+60
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH
A NEW N-ECO CURB PIECE AND
BICYCLE SAFE GRATE
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE.
INLET FILTER (TYP.)
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH A
NEW N-ECO CURB PIECE AND
BICYCLE SAFE GRATE
RESET PAVERS (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (DEPRESSED,
2" CURB REVEAL)
DECORATIVE STONES TO BE
SALVAGED AND RETURNED
TO THE HOMEOWNER (TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS (TYP.)
RESTORATION USING:
TOPSOIL SPREADING, 6" THICK
FERTILIZING AND SEEDING, TYPE
ERNMIX-106
STRAW MULCHING (TYP.)
LIMIT OF
DISTURBANCE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
66
MATCH EXISTING
CURB HEIGHT
MATCH EXISTING
CURB HEIGHT
HOT MIX ASPHALT
SIDEWALK, 2" THICK
(SHALL BE PAID UNDER
HOT MIX ASPHALT
DRIVEWAY, 2" THICK)
CURB RAMP (TYPE 5), CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CONCRETE SIDEWALK,
4" THICK (TYP)
9" X 18" CONCRETE VERTICAL
CURB (FLUSH, TYP.)
MEET EXISTING
LOM/LOP
SHADOWLAWN WAY
H
Y
D
STOUGHTON AVENUE
LOM/LOP
± 32'
28+41
25+00
26+00
27+00
28+00
24+50
HMA MILLING, 3" OR LESS,
TACK COAT,
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
EXISTING INLET SHALL BE REPAIRED, RESET, AND
RETROFITTED WITH A NEW N-ECO CURB PIECE
AND BICYCLE SAFE GRATE
EXISTING INLET SHALL BE
REPAIRED, RESET, AND
RETROFITTED WITH
A NEW N-ECO CURB PIECE
AND BICYCLE SAFE GRATE
INLET FILTER (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
RESET MANHOLE,
SANITARY SEWER,
USING NEW CASTING
(TYP.)
N
S
E
W
NORTH
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-LAYT-0102.dwg\1.05-LAYOUT By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
CONSTRUCTION PLAN
(STOUGHTON AVENUE)
1.05
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
MATCHLINE - STA. 24+50 -
THIS SHEET
MATCHLINE - STA. 19+60 -
SHEET 1.04
MATCHLINE - STA. 24+50 -
THIS SHEET
NOTES:
1.
REFER TO SHEET 1.02 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
THE EXISTING FEATURES DEPICTED ON THIS PLAN NORTHEAST OF THE LEXINGTON AVENUE AND STOUGHTON AVENUE INTERSECTION, STATION
1+00 TO 2+90, AT THE INTERSECTION OF LIVINGSTON AVENUE AND STOUGHTON AVENUE, STATION 9+00 TO 10+50 AND FROM THE
INTERSECTION OF MARSH STREET AND STOUGHTON AVENUE TO THE INTERSECTION OF CULIN DRIVE AND STOUGHTON AVENUE, STATIONS
16+20 TO 21+60 ARE BASED ON INFORMATION FROM THE SURVEY TITLED, "TOPOGRAPHIC SURVEY FOR STOUGHTON AVENUE AT VARIOUS
INTERSECTIONS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 11/21/24.
3.
ALL OTHER EXISTING FEATURES DEPICTED ON STOUGHTON AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE
FIELD. ALL INFORMATION DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
H
Y
D
NORTH AVENUE
EASTMAN STREET
H
Y
D
WALNUT AVENUE
SOUTH
UNION AVENUE
H
Y
D
NORTH UNION
AVENUE
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LOM/LOP
LOM/LOP
INLET FILTER (TYP.)
EXISTING INLET SHALL BE
REPAIRED, RESET, AND
RETROFITTED WITH
BICYCLE SAFE GRATE
8" DWL
8" SWL
4" SWL
4" DWL
12"SWL
2 - 4"DYL
TRAFFIC MARKING SYMBOL
(ARROW / ONLY, TYP.)
2 - 4"DYL
MEET EXISTING STRIPES
HOT MIX ASPHALT
PAVEMENT REPAIR
7'
14'
14'
14'
14'
9'
8" SWL
LIMIT OF
DISTURBANCE (TYP.)
2' (TYP.)
3' (TYP.)
EXISTING INLET SHALL
BE REPAIRED
EXISTING INLET SHALL
BE REPAIRED
3'
4" DWL
4' (TYP.)
2' (TYP.)
4'
2'
R(NJ)3-8U SIGN
R(NJ)3-8U &
R10-15a
R(NJ)3-8U SIGN
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-LAYT.dwg\1.06-LAYOUT By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
CONSTRUCTION PLAN
(NORTH UNION AVENUE)
1.06
NOTES:
1.
REFER TO SHEET 1.02 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
THE EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE SURVEY TITLED, "RIGHT OF WAY
AND TOPOGRAPHIC SURVEY FOR EASTMAN STREET CLOSURE" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS
ENGINEERING & DESIGN, DATED 01/15/25, LAST REVISED ON 04/21/25.
3A.
PRIOR TO THE START OF MILLING AND PAVING OPERATIONS, THE CONTRACTOR SHALL ENGAGE A NEW JERSEY LICENSED
PROFESSIONAL LAND SURVEYOR TO PERFORM A PRE-CONSTRUCTION SURVEY OF NORTH UNION AVENUE TO ESTABLISH
THE EXISTING VERTICAL UNDER CLEARANCE AT EACH LANE LINE, SHOULDER LINE, CURB LINE AND EDGE OF PAVEMENT LINE
UNDER A STRUCTURE TO THE NEAREST INCH AND TO CERTIFY THE EXISTING POSTED CLEARANCE 13'-10” IS ADEQUATE.
3B.
UPON COMPLETION OF THE PAVING OPERATIONS, THE CONTRACTOR SHALL ENGAGE THE SAME LICENSED SURVEYOR
TO PERFORM A POST-CONSTRUCTION SURVEY TO VERIFY THAT THE VERTICAL CLEARANCE HAS NOT BEEN REDUCED. SURVEY
DATA SHALL INCLUDE THE CALCULATED VERTICAL CLEARANCES AT THE SAME LOCATIONS INDICATED ABOVE ALONG THE
BRIDGE BEFORE AND AFTER CONSTRUCTION. POST-CONSTRUCTION CLEARANCE SHALL MEET OR EXCEED EXISTING
MEASURED VALUES.
3C.
COPIES OF ALL PRE-CONSTRUCTION AND POST-CONSTRUCTION SPOT GRADES AND VERTICAL CLEARANCES PREPARED BY
THE LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR MUST BE GIVEN TO THE ENGINEER FOR REVIEW AND APPROVAL
72 HOURS PRIOR TO THE START OF ANY WORK. THIS DATA IS TO BE GIVEN TO THE ENGINEER FOR INFORMATIONAL
PURPOSES ONLY. NO RESPONSIBILITY WILL BE ASSUMED BY THE ENGINEER FOR ITS CORRECTNESS. ALL COSTS
ASSOCIATED WITH THE ABOVE EFFORTS, INCLUDING COORDINATION, DOCUMENTATION, AND COMPLIANCE WITH THIS
PROVISION, SHALL BE INCLUDED IN THE PRICE BID FOR CLEARING SITE PAY ITEM.
4.
CONTRACTOR MUST PREPARE AND SUBMIT A DETOUR PLAN FOR NORTH UNION AVENUE TO THE TOWNSHIP FOR REVIEW
AND APPROVAL PRIOR TO MOBILIZATION AND IMPLEMENTATION. PREPARATION, IMPLEMENTATION AND MAINTENANCE OF
DETOUR PLAN(S), PURCHASE AND INSTALLATION OF TRAFFIC CONTROL DEVICES AND COORDINATION WITH POLICE
DEPARTMENT TO BE PAID FOR UNDER TRAFFIC CONTROL MEASURES AND DEVICES PAY ITEM.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-DTLS.dwg\1.07-SESC Details By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION &
SEDIMENT CONTROL
NOTES AND DETAILS
1.07
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.
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
3 WEEKS
- INSTALL CURBING, DRIVEWAYS AND CURB RAMPS
1 WEEK
- ROADWAY RECONSTRUCTION
2 WEEKS
- FINAL PAVING AND STRIPING
1 WEEK
- UNIFORMLY APPLY TOPSOIL TO AN AVERAGE
DEPTH OF 6"
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 = 28,197 SF OR 0.65 ACRES
NOT TO SCALE
SEEDING MIX
NOTE:
SEED MIX SHALL BE ERNMX-106 OR APPROVED EQUAL.
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
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-DTLS.dwg\1.08-Construction Details By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
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MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
1.08
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%
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.
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
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
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'.
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 9.5M64 SURFACE COURSE, 2" THICK'.
3.
ALL COSTS ASSOCIATED WITH HOT MIX ASPHALT PAVEMENT REPAIRS, SHALL INCLUDE THE FOLLOWING WORK:
- SAWCUTTING
- EXCAVATION, UNCLASSIFIED
- PAVEMENT REMOVAL
- DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, MIX 19M64 (4" THICK)
HOT MIX ASPHALT PAVEMENT REPAIR
N.T.S.
TACK COAT
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)
BELGIAN BLOCK CURB DETAIL
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY, BURLAP OR
OTHER METHOD ACCEPTABLE TO THE 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
MATCH EXISTING
PAVEMENT SURFACE
CONCRETE CURB
BELGIAN BLOCK CURB
EXPANSION JOINT 1/2" PREFORMED
BITUMINOUS FILLER
18"
6"
6"
GRADE
6"
TRANSITION BETWEEN CURBS DETAIL
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.
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND SUBSOILS
FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING SITE".
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
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.
NJDOT CLASS "B"
CONCRETE
NOTE:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
2" CURB
REVEAL
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
9"X18" DEPRESSED CONCRETE VERTICAL CURB
N.T.S.
GRADE
DEPRESSED BELGIAN BLOCK CURB AT DRIVEWAY DETAIL
N.T.S.
18" MAX
FACE
18"
DAMP PRIOR TO POINTING.
MORTAR. JOINTS TO BE CLEANED AND
AND POINTED, WITH 1:2 MIX CEMENT
JOINTS TO BE MAX. 3/4" WIDE
MIN.
4"
6"
10-12"
SURFACE
PAVEMENT
DRIVEWAY OPENING VARIES
2"
MAINTAIN FULL DEPTH (18")
AT DRIVEWAY
NOTE:
1.
FULL HEIGHT BELGIAN BLOCK CURB REVEAL VARIES, REFER TO CONSTRUCTION PLANS.
18" MAX
TYPICAL ROAD SECTION
N.T.S.
INSTRUCTIONS:
·
WHEN PROPOSED HMA SURFACE IS INSTALLED IN AN AREA WHERE THERE IS NO EXISTING HMA SURFACE COURSE, INSTALL THE
SECTION DEPICTED IN THE HOT MIX ASPHALT PAVEMENT REPAIR DETAIL;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE
FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. INCLUDE COST UNDER TACK COAT PAY ITEM.
·
NO SEPARATE PAYMENT SHALL BE MADE FOR PRIME COAT, INCLUDE COST IN VARIOUS ITEMS IN THE PROPOSAL.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
HOT MIX ASPHALT 9.5M64
2" SURFACE COURSE
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
3:1 (MAX)
CONCRETE SIDEWALK, 4" THICK
EXISTING SIDEWALK
1.5% TYP.
2% MAX
GRASS STRIP
EXISTING CONCRETE CURB
EXISTING BASE COURSE
HOT MIX ASPHALT PAVEMENT REPAIR
4" HOT MIX ASPHALT BASE COURSE, MIX 19M64
6" DENSE GRADED AGGREGATE BASE COURSE
TACK COAT
EXISTING GRASS STRIP
HMA MILLING, 2" AVERAGE DEPTH
HOT MIX ASPHALT SURFACE COURSE MIX 9.5M64, 2" THICK
EXISTING AGGREGATE BASE COURSE
℄ OF STREET (VARIABLE)
9" X 18" CONCRETE VERTICAL CURB
(WHERE SHOWN ON PLAN)
VARIABLE ROAD WIDTH (SEE PLAN)
RIGHT-OF-WAY WIDTH (SEE PLAN)
MATCH EXISTING
MATCH EXISTING
NOTES:
1.
THE CONTRACTOR SHALL REPLACE ALL EXISTING ROADWAY STRIPING
AT
ITS
CURRENT
LOCATION.
PRIOR
TO
INSTALLATION,
THE
CONTRACTOR SHALL OBTAIN APPROVAL OF THE STRIPING LOCATION
FROM THE MUNICIPAL TRAFFIC SAFETY BUREAU AND ENGINEER.
2.
ALL TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC.
CURB
CURB
PAVEMENT MARKING DETAIL
N.T.S.
FLUSH CURB
36" SPACING O.C.
4" DOUBLE YELLOW LINE
(WHERE INDICATED ON
CONSTRUCTION PLANS)
R1-1 (STOP SIGN)
FLUSH CURB
25'
4' MIN.
STOP BAR (THERMOPLASTIC)
24" WHITE STOP LINE
(NON-SIGNALIZED)
6' MIN. (REFER TO CONSTRUCTION
PLANS FOR CROSSWALK WIDTH)
12" SOLID WHITE LINE
(PARALLEL TO
DIRECTION OF TRAVEL)
8" SOLID WHITE LINE
8' (TYP.)
2'
(TYP.)
0.5' (TYP.)
1'
6'
8'
1'
3.17'
9.5'
4.5"
5'
8' (TYP.)
2'
(TYP.)
0.5' (TYP.)
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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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C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-DTLS.dwg\1.09-Construction Details By: MBEKKELMAN on 2025-07-14 -- 01:58pm
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DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
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MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
1.09
DRAINS TO WATERWAYS
20"
3/8"
1-3/8"
2"
NAME PLATE
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
4. NAME PLATE SHALL READ "DRAINS TO WATERWAYS"
3/8"
5. CAMPBELL FOUNDRY COMPANY PATTERN NO 2618 OR APPROVED EQUAL
N.T.S.
CURB PIECE (TYPE 'N' & 'P' ECO) DETAIL
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
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"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
DUMP NO WASTE
DRAINS TO WATERWAYS
TYPE 'N'
48"
54"
2"
1-1/4"
TYPE 'P'
4"
6" OR 8" AS REQ'D
BY ENGINEER
5-1/2"
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.
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 SHALL BE 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)
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
1' OR LESS
SURFACE COURSE
CURB
FILL TO TOP OF
BASE COURSE WITH
CLASS B CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 1' OR LESS
1.
CRACKS SHOULD BE FILLED
WITH NON-SHRINK GROUT.
2. ENTIRE INSIDE SURFACE OF
INLET SHOULD BE SKIM
COATED WITH MORTAR.
RESET EXISTING CASTING (INLET)
N.T.S.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
12"
(TYPICAL)
Y = YELLOW STRIPE
W = WHITE STRIPE
4)
BE REMOVED BY THE GRINDING METHOD.
2)
-2-4" WIDE YELLOW LINES
CENTER LINE
STOP LINE
NOTES:
1)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT
EXISTING STRIPING THAT DOES NOT CONFORM TO THIS PLAN SHALL
TO THE FOLLOWING:
UNLESS OTHERWISE SHOWN, PAVEMENT MARKINGS SHALL CONFORM
3)
- 24" WIDE WHITE LINE
1-3/8"
4"
25-3/4"
24"
24"
39"
No. 1203A
STANDARD MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
PLAN
PIPE DRAIN DETAIL
N.T.S.
18"
VARIES - SEE PLAN
PAVEMENT
MATCH EXISTING
PIPE SIZE - SEE PLAN
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.
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"
NOTE: DIMENSION, WEIGHTS AND OTHER CRITERIA SHOWN ON THESE DETAILS ARE FOR CLASS 35B CAST IRON.
C
NOTE:
1.
AREA = 32 S.F.
N.T.S.
TRAFFIC MARKING SYMBOL - ONLY
NOTE:
1.
AREA = 15 S.F.
N.T.S.
TRAFFIC MARKINGS - RIGHT TURN
N.T.S.
TRAFFIC MARKINGS - THROUGH ARROW
NOTE:
1.
AREA = 12 S.F.
NEAREST CROSSWALK LINE IS TO BE LOCATED A MINIMUM OF 4'
FROM STOP LINE.
BE REMOVED AS PART OF THIS CONSTRUCTION.
ALL CONFLICTING SIGNS, TREES AND OTHER OBSTRUCTIONS SHALL
PAVEMENT MARKING LEGEND
N.T.S.
TRAFFIC MARKING SYMBOL - STOP
NOTE:
1.
AREA = 32 S.F.
N.T.S.
RESET PAVER DRIVEWAY DETAIL
NOTES:
1.
CONTRACTOR TO SET TOP OF BEDDING SO THAT TOP OF PAVERS ARE AT FINISHED
GRADE AFTER COMPACTION.
2.
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
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-DTLS.dwg\1.10-Construction Details By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
1.10
2N/Y 2N/Y
NOTES:
1.
ANCHOR POST AND TOP POST TO BE OF EQUAL WEIGHT/ FEET.
2.
SOIL ANCHOR PLATE TO BE ATTACHED TO ALL ANCHOR POSTS.
3.
THE MATERIAL FOR THE SOIL ANCHOR PLATES TO BE CARBON
SHEET STEEL.
4.
THE STEEL "U" POST TO BE GRADE 60.
8TH HOLE FROM
THE TOP
TYPE 1 SOIL
ANCHOR
PLATE
TYPE 1
STEEL
U-POST
TYPE 1 ANCHOR POST ASSEMBLY
N.T.S.
3'6"
3/8" DIA. HOLES 1" C. TO C.
TOP POST U POST
N.T.S.
TYPE 1 SOIL ANCHOR PLATE
N.T.S.
TYPE 1 STEEL U-POST
N.T.S.
WEIGHT *
LBS. / FT.
2.50
4.0
1.516
3.062
1.278
0.669
0.760
0.228
0.313
0.539
0.352
1.968
3.500
1.336
0.834
1.187
0.611
0.707
1.161
0.664
"A"
"B"
"C"
"D"
I (IN. )
DIMENSIONS (IN.)
AREA
IN. 2
X-X AXIS **
Y-Y AXIS
S (IN. )
4
3
I (IN. )
S (IN. )
4
3
TYPE 1 STEEL U-POST PROPERTIES
*
± 5%
**
GOVERNING SECTION
VARIOUS POST LENGTH
3/8" DIA. HOLES 1" C. TO C.
1"
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
STEEL U-POST SIGN SUPPORTS
CD-612-5.2
C
A
D
B
X
Y
Y
X
12"
4"
6"
6"
3"
0.120" NOM. (11 GAUGE)
7/16" DIA. HOLES
1"
1"
FIRST HOLE
FROM THE
TOP END
WASHER
FULLY THREADED GRADE L9 CONNECTOR BOLT
(SEE NOTE 6)
FIFTH HOLE FROM THE TOP END
SPACER BAR
NOTES:
1.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN
APPROXIMATELY 12 INCHES ABOVE GROUND. PLACE BOLT
AND WASHER IN FIRST AND FIFTH HOLES FROM THE TOP
END, AND SECURE BOLTS ONTO SPACER.
2.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN A MAXIMUM
OF 4 INCHES ABOVE GROUND LEVEL.
3.
DIG OUT AROUND BACK OF ANCHOR POST ASSEMBLY TO
ALLOW ROOM FOR TOP POST TO BE ATTACHED.
4.
NEST TOP POST ASSEMBLY ONTO PROTRUDING ANCHOR
POST ASSEMBLY BOLTS, THROUGH THE FIRST AND FIFTH
HOLES FROM THE BOTTOM OF THE TOP POST.
5.
PLACE AND TIGHTEN A SELF-LOCKING FLANGE NUT ON
EACH BOLT. WHEN INSTALLATION IS COMPLETE, TOP OF
GROUND POST NOT TO EXCEED 4 INCHES ABOVE GROUND
LEVEL.
6.
SIZE OF CONNECTOR BOLT FOR TYPE 1, 5/16" x 11/2"
SIZE OF CONNECTOR BOLT FOR TYPE 2, 5/16" x 2"
7.
THE CONNECTOR BOLTS ARE TO BE FULLY THREADED.
EACH CONNECTOR BOLT AND NUT TO BE CLEARLY
STAMPED WITH MANUFACTURER'S IDENTIFYING MARK.
ANCHOR POST ASSEMBLY SIGN SUPPORTS
N.T.S.
CD-612-5.1
APPROXIMATELY 12"
4" MAX.
2 x 0.326" DIA. HOLES
SPACER BAR
WHEN X IS GREATER THAN 0.75", USE TYPE 1 SPACER BAR
WHEN X IS 0.75" OR LESS, USE TYPE 2 SPACER BAR
5.0"
0.5"
4.0"
0.375"
0.75"
0.75" TYPE 2
1.25" TYPE 1
SECTION A-A
SPACER BAR
N.T.S.
CD-612-5.1
X
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR
THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CD-612-4.1
CD-612-4.1
A
A
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
CD-612-4.1
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THROUGH 3RD OR
4TH HOLES FROM EACH END
OF SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
CONCRETE INSTALLATION DETAIL
N.T.S.
+
+
+
+
2"
BREAKAWAY
STEEL U-POST
CD-612-4.1
CD-612-4.1
CD-612-4.1
30" x 30"
R(NJ)3-8U
N.T.S.
30" x 30"
COLORS:
LEGEND = BLACK
TOP BACKGROUND = YELLOW (RETROREFLECTIVE)
BOTTOM BACKGROUND = WHITE (RETROREFLECTIVE)
YIELD SIGN = RED (RETROREFLECTIVE)
R10-15a
N.T.S.
COLORS:
LEGEND = BLACK
BACKGROUND = WHITE (RETROREFLECTIVE)
Engineering
& Design
Engineering
& Design
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
Architecture, Landscape Architecture,
Surveying, CT P.C.
Engineering
& Design,
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING DOCUMENT BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS 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.
UNAUTHORIZED ALTERATION OR ADDITION TO AN ARCHITECTURAL DOCUMENT BEARING A LICENSED PROFESSIONAL ARCHITECT'S SEAL IS A VIOLATION OF SECTION 8 NYCRR 69.5(b), OF THE NEW YORK STATE EDUCATION LAW. ONLY DOCUMENTS WITH THE PROFESSIONAL ARCHITECT'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE PROFESSIONAL ARCHITECT’S ORIGINAL WORK AND OPINION.
C:\Civil 3D Projects\C\CDT0116\Engineering\Plan Sets\Development Plans\C-DTLS.dwg\1.11-Construction Details By: MBEKKELMAN on 2025-07-14 -- 01:58pm
REV
DATE
DESCRIPTION
DRAWING NUMBER:
SHEET NAME:
Copyright © 2025. 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.
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
Phone:
www.colliersengineering.com
SCALE:
DESIGNED BY:
DATE ISSUED:
REVIEWED BY:
PROJECT NUMBER:
DRAWN BY:
C O N S U L T I N G
ENGINEERS + SURVEYING
TOWNSHIP OF
CRANFORD
2025 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
07/07/25
MIB
MIB
BAK
CDT0116
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
CONSTRUCTION PLANS
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROTECT YOURSELF
ALL STATES REQUIRE
NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR
ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE
ANYWHERE IN ANY STATE
R
_________________________
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
1.11
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.
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.
134" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
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.
2'-8"
5'-0" MIN.
2'-0"
2'-0"
90° ELBOWS TYP.
ALL CORNERS
3 SANDBAGS
5'-0" MIN.
4'-0"
SANDBAGS
3'-0"
INSET
B
INSET
A
4'-0"
N.T.S.
SPRINGS SECURED TO WIRE TIE
ON REAR PIPE OF BASE FRAME
SANDBAG
A
A
A
A
RIVETS (2)
RIVETS (2)
1 1/2" TYP. ALL CONNECTIONS
4" PIPE LENGTHS
USED AS COUPLERS
( TYP. )
3"
P.V.C.
12"
3" ELBOW
12" R
12" R
4'-0"
3/16"
3 1/2"
2 7/8"
3 5/16"
3/16"
3 1/2"
DIA.
3 1/2"
DIA.
1 3/4" DIA.
3/16"
1 3/4"
1 1/2"
1 9/16"
3/16"
3" X 3' WYE
SPRING TAUT WIRE CABLE ASSEMBLY
5/8" X 11" NO. 8 SPRINGS
( TWO ), HAND TENSIONED.
3 SANDBAGS, 1 CUBIC FT.
CAPACITY EACH, 18" X 24"
3" X 3" TEE
3"x3" WYE
3"x3"
TEES
A NO. 6 3/16"
DIAMETER SOLID
BRAIDED NYLON
ROPE SHALL BE
SECURED INTERNALLY
TO ITSELF.
11"
11"
9" MIN. TO
12" MAX.
9" MIN. TO
12" MAX.
BREAKAWAY BARRICADES DETAILS
SIDE VIEW
TOP VIEW OF BASE
TYPE III, PE
FRONT VIEW
12" MAX.
9" MIN. TO
11"
12" MAX.
9" MIN. TO
11"
9" MIN. TO
12" MAX.
11"
9" MIN. TO
12" MAX.
11"
3" X 3' WYE
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO.14 PAN HEAD
METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, TYPE II OR III-A, AS SHOWN FOR CONSTRUCTION SIGNS.
3.
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
4.
THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL HAVE A CAPACITY OF 1 CUBIC FOOT.PLACEMENT OF SANDBAGS SHALL BE AS SHOWN ABOVE.
5.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE LENGTH.
6.
EITHER TYPE III, PE OR TYPE III, PVC CAN BE USED AT THE OPTION OF THE CONTRACTOR.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM D 1785 OR PVC, SDR-26 ASTM D 2241.
FITTINGS SHALL BE WHITE PVC OR ABS OF MATCHING WALL THICKNESS AND
INSIDE DIAMETER AND MEETING THE MATERIALS, REQUIREMENTS AND TESTING
SECTIONS OF ASTM D 2466 FOR PVC AND ASTM D 2468 FOR ABS. ALL JOINTS
SHALL BE SLIP FIT AND NOT THREADED OR CEMENTED. PVC FITTINGS MEETING
ASTM D 2665 WILL ALSO BE ACCEPTABLE. PVC OR ABS MATERIAL SHALL BE
ULTRAVIOLET LIGHT STABILIZED.
THE BASE AND UPRIGHT SHALL BE 3 1/2" DIA. ROTATIONALLY MOLDED
POLYETHYLENE PLASTIC CONFORMING TO ASTM D 1248-II A3-E4. THE BRACE
SHALL BE 1 3/4" DIA. EXTRUDED POLYETHYLENE PLASTIC CONFORMING TO ASTM
D 1248-III A4. POLYETHYLENE PLASTIC SHALL BE WHITE AND SHALL BE
ULTRA-VIOLET LIGHT STABILIZED.
SECTION A-A
INSET B
INSET A
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
--- Document: Construction Plans 2024 Road Program: Belmont Avenue, Kensington Avenue, and Summit Road ---
DOERING WAY
BALMIERE ROAD
BALMIERE
PARKWAY
PLACE
CRESCENT
PLACE
HAMPTON
VENETIA AVENUE
GLENWOOD
ROAD
EDGEWOOD
ROAD
SUMMIT
ROAD
KENSINGTON AVE.
RICHMOND AVENUE
BELMONT AVENUE
HENLEY AVENUE
ELMORA AVENUE
DRIVE
RIVERSIDE
FRANK
HERNING
AVENUE
STONE STREET
RIDGE STREET
OAK LANE
MANOR AVENUE
COLUMBIA AVE
BELMONT AVENUE
PROJECT LOCATION
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_21556\C-CVER.dwg\C-1.00-COVER By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
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.
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.
.
___________________________
FOR THE
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
COVER
1.00
CONSTRUCTION PLANS
FOR
2024 ROAD PROGRAM
BELMONT AVENUE, KENSINGTON AVENUE, AND SUMMIT ROAD
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
TOTAL LENGTH OF PROJECT = 2,285 LINEAR FEET OR 0.43 MILES
*
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
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
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
TERRENCE CURRAN, MAYOR
PAUL A. GALLO, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
KATHLEEN MILLER PRUNTY, COMMISSIONER
GINA BLACK, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
LAVONA PATTERSON, TOWNSHIP ADMINISTRATOR/CFO
UTILITIES/AUTHORITIES
N
S
E
W
NORTH
N
S
E
W
NORTH
0
300
300
SCALE : 1" = 300'
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
INDEX OF SHEET
DESCRIPTION
SHEET NUMBER
COVER
1.00
PROJECT NOTES, QUANTITIES, AND LEGEND
1.01
CONSTRUCTION PLAN (BELMONT AVENUE)
2.01
CONSTRUCTION PLAN (KENSINGTON AVENUE)
2.02
CONSTRUCTION PLAN (SUMMIT ROAD)
2.03 - 2.04
CROSS SECTIONS (SUMMIT ROAD)
2.05 - 2.06
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
3.01
CONSTRUCTION DETAILS
4.01-4.04
NJDOT TRAFFIC CONTROL DETAILS
5.01-5.04
NJDOT CONSTRUCTION DETAILS
6.01-6.04
TOTAL SHEETS
21
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0102P\Engineering\Site Plans\C-CVER.dwg\C-1.01-COVER By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
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.
.
.
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.
.
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.
.
.
.
.
.
.
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.
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.
.
.
___________________________
FOR THE
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
PROJECT NOTES, QUANTITIES,
AND LEGEND
1.01
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON SUMMIT ROAD ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR SUMMIT ROAD" FOR TOWNSHIP OF CRANFORD, PREPARED BY
COLLIERS ENGINEERING & DESIGN, DATED 09/17/24, LAST REVISED 11/22/24.
2.
SOME EXISTING FEATURES DEPICTED ON PORTIONS OF BELMONT AVENUE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR BELMONT AVENUE" FOR TOWNSHIP OF CRANFORD, PREPARED
BY COLLIERS ENGINEERING & DESIGN, DATED 11/21/24. ALL OTHER EXISTING FEATURES DEPICTED ON BELMONT AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION
DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
ALL EXISTING FEATURES DEPICTED ON KENSINGTON AVENUE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR KENSINGTON AVENUE" FOR TOWNSHIP OF CRANFORD,
PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 09/17/24.
4.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD83 ADJUSTMENT.
5.
THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88 ADJUSTMENT.
6.
THE VERTICAL AND HORIZONTAL DATUM WERE ESTABLISHED AT THE PROJECT SITE BY USING GPS SURVEY METHODS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY
THE CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE
CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR THE CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO
ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, CURB, AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESSES MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12. FLUSH CONCRETE CURB SHALL BE INSTALLED IN FRONT OF CURB RAMPS.
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.
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.
9.
THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING ALL EXISTING ROOF LEADERS AND CURB DRAINS DISCHARGING TO THE STREET GUTTER THROUGH THE PROPOSED CURB. PAYMENT FOR THIS WORK, INCLUDING BUT NOT
LIMITED TO, ADDITIONAL PIPING, ADAPTORS, ETC. SHALL BE INCLUDED IN THE PAY ITEM “CLEARING SITE”.
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 SITE 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
ASPHALT ROAD MILL AND PAVE
ASPHALT ROAD CONSTRUCTED VIA
FULL DEPTH RECONSTRUCTION (AS REQUIRED)
CONCRETE SIDEWALK, 4" THICK
PAVER DRIVEWAY
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)
RESET EXISTING INLET AND INSTALL
NEW BICYCLE SAFE GRATE
BICYCLE SAFE GRATE
QUANTITIES
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
BELMONT AVENUE
0+00
1+00
2+00
3+00
4+00
5+00
EDGAR AVENUE
LOM/LOP
± 28'
RESET MANHOLE (TYP.)
BC 65.72
BC 65.78
TC 66.12
TC 66.06
BDC 65.41
TDC 65.58
TDC 65.56
TDC 65.50
BDC 65.33
BDC 65.39
HMA MILLING, 3" OR LESS, TACK COAT,
HOT MIX ASPHALT 9.5M64 SURFACE
COURSE, 2" THICK
INLET FILTER (TYP.)
EXISTING INLET SHALL BE
REPAIRED AND RESET
EXISTING INLET SHALL BE
REPAIRED AND RESET
EXISTING INLET SHALL BE
REPAIRED AND RESET
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
PROPOSED GRANITE
BLOCK CURB (TYP.)
DEPRESSED GRANITE BLOCK
CURB 2" CURB REVEAL (TYP.)
EXISTING INLET SHALL BE
REPAIRED AND RESET
FULL DEPTH RECONSTRUCTION (TYP.)
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, TYPE
ERNMIX-106 AND STRAW MULCHING
(TYP.)
LIMIT OF
DISTURBANCE
(TYP.)
LOM/LOP
6+00
7+00
8+00
9+00
10+00
11+00
11+31
± 29'
BELMONT AVENUE
H
Y
D
SUMMIT ROAD
BDC 65.72
BDC 65.65
BDC 65.21
BDC 65.37
BDC 65.21
BDC 67.08
BDC 67.61
BDC 68.02
BDC 68.29
TDC 65.54
TDC 65.38
TDC 67.25
TDC 67.78
TDC 68.19
TDC 68.46
BC 65.29
BC 65.76
BC 66.60
BC 65.98
BC 68.34
BC 68.40
TC 65.63
TC 65.66
TC 65.33
TC 66.00
TC 66.94
TC 66.31
TC 68.74
TC 68.68
BC 65.32
BC 64.99
TDC 65.89
TDC 85.82
TDC 65.39
DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS, TACK COAT,
HOT MIX ASPHALT 9.5M64 SURFACE
COURSE, 2" THICK
RESET PAVER (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
DEPRESSED GRANITE BLOCK
CURB 2" CURB REVEAL (TYP.)
PROPOSED GRANITE BLOCK CURB (TYP.)
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE
FLUSH CONCRETE CURB
AT WALKING PATH
CURB TRANISTION
CURB TRANISTION
INLET FILTER (TYP.)
EXISTING INLET SHALL BE
REPAIRED AND RESET
PROPOSED END
OF ROADWAY
MARKER SIGN
(OM4-2)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE AND
UTILITY COMPANY
REQUIREMENTS (TYP.)
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, TYPE
ERNMIX-106 AND STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONTRACTOR TO RESET ANY ROAD SIGNS AFFECTED
BY THE RESTORATION AREA. ALL WORK AND
MATERIALS ASSOCIATED WITH THIS TO BE COVERED
UNDER THE PAY ITEM "CLEARING SITRE" (TYP.)
FULL DEPTH RECONSTRUCTION (TYP.)
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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-BELM-STOU
\AcPublish_25360\C-LAYT-BELM-STOU.dwg\C-2.01-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
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___________________________
FOR THE
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
CONSTRUCTION PLAN
BELMONT AVENUE
STA. 00+00 TO 11+31
2.01
N
S
E
W
NORTH
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
MATCHLINE - STA. 6+00 - SEE BELOW
MATCHLINE - STA. 6+00 - SEE ABOVE
N
S
E
W
NORTH
SOIL EROSION AND SEDIMENT CONTROL PLAN
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
BELMONT AVENUE CONSTRUCTION PLAN
STATION 5+50 TO 11+31
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
BELMONT AVENUE CONSTRUCTION PLAN
STATION 0+00 TO 5+50
NOTE:
1.
SEE SHEET 1.01 FOR PROJECT NOTES, LEGEND AND QUANTITIES.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
H
Y
D
KENSINGTON AVENUE
EDGAR AVENUE
RIVERSIDE DRIVE
0+00
1+00
2+00
3+00
4+00
4+88
LOM/LOP
LOM/LOP
± 32'
RESET MANHOLE
(TYP.)
± 31'
INLET FILTER (TYP.)
HMA MILLING, 3" OR LESS,
TACK COAT, HOT MIX
ASPHALT 9.5M64 SURFACE
COURSE, 2" THICK
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE
EXISTING INLET SHALL BE REPAIRED, RESET,
AND RETROFITTED WITH A NEW N-ECO CURB
PIECE AND BICYCLE SAFE GRATE
EXISTING INLET SHALL BE
REPAIRED, AND RESET
PROPOSED CONCRETE CURB (TYP.)
RESTORATION USING TOPSOILING, FERTILIZING
AND SEEDING, TYPE ERNMIX-106 AND STRAW
MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
FULL DEPTH RECONSTRUCTION (TYP.)
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-LAYT.dwg\C-2.02-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
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.
___________________________
FOR THE
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
CONSTRUCTION PLAN
KENSINGTON AVENUE
STA. 0+00 TO 4+88
2.02
N
S
E
W
NORTH
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION AND SEDIMENT CONTROL PLAN
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
KENSINGTON AVENUE CONSTRUCTION PLAN
STATION 0+00 TO 4+88
NOTE:
1.
SEE SHEET 1.01 FOR PROJECT NOTES, LEGEND AND QUANTITIES.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SUMMIT ROAD
HERNING AVENUE
'B' INLET S-1
GR: 67.13
INV.(OUT): 64.43 (P-1)
MODIFIED 'B' INLET S-2
GR: 67.15
INV.(IN): 62.51 (P-1)
INV.(OUT): 62.40 (P-2)
26 L.F. 15" RCP @
7.50% (P-1)
D
MH S-3
RIM: 66.83
INV.(IN): 61.97 (P-2)
INV.(OUT): 61.87 (P-3)
61 L.F. 15" RCP @
0.70% (P-2)
79 L.F. 15" RCP @
0.70% (P-3)
0+00
1+00
2+00
3+00
4+00
68
69
70
68
67
67
BC 68.92
BC 69.18
BC 68.85
BC 68.82
BC 68.28
BC 67.83
BC 67.83
BC 67.38
BC 67.38
BC 66.64
BC 66.64
BC 66.34
BC 65.96
TC 66.29
TC 66.67
TC 66.97
TC 66.97
TC 67.72
TC 67.72
TC 68.17
TC 68.17
TC 68.62
TC 69.15
TC 69.18
TC 69.51
TC 69.26
BDC 68.28
BDC 66.94
BDC 66.94
BDC 66.34
TDC 68.45
TDC 67.11
TDC 67.11
TDC 66.51
28'
(TYP.)
BC 68.99
BC 68.78
BC 68.67
BC 69.01
TC 69.06
TC 69.48
LOM/LOP
TC 69.12
TC 69.33
BC 67.59
BC 67.59
BC 69.23 HP
TC 67.92
TC 67.92
BDC 66.40
BC 66.40
TDC 66.57
TC 66.73
RESET
MANHOLE
(TYP.)
BDC 69.04
BDC 69.20
BDC 68.56
BDC 68.26
BDC 67.00
BDC 67.39
BDC 67.08
BDC 66.92
BDC 66.77
BDC 66.57
BC 69.06
BC 68.99
BC 67.74
BC 67.49
TC 69.40
TC 69.32
TC 67.82
TC 68.08
TC 66.93
BC 66.60
TDC 68.43
TDC 68.73
TDC 69.25
TDC 69.38
TDC 67.25
TDC 67.09
TDC 67.56
TDC 67.17
TDC 66.72
TDC 66.94
69
69
69
D
MH S-4
RIM: 66.39
INV.(IN): 61.32 (P-3)
INV.(OUT): 61.22 (P-4)
TREE REMOVAL, OVER
12" TO 18" DIAMETER
RESET PAVER (TYP.)
DEPRESSED GRANITE BLOCK
CURB, 2" CURB REVEAL (TYP.)
RESTORATION USING TOPSOILING,
FERTILIZING AND SEEDING, TYPE
ERNMIX-106 AND STRAW MULCHING
(TYP.)
12' R
16' R
RESET MANHOLE,
SANITARY SEWER,
USING EXISTING
CASTING. RIM: 68.40
HOT MIX ASPHALT DRIVEWAY, 6" THICK (TYP.)
TREE PROTECTION
FENCE (TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS (TYP.)
CONCRETE SIDEWALK 4"
THICK (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET FILTER (TYP.)
FULL DEPTH RECONSTRUCTION (TYP.)
304' R
276' R
MATCH EXISTING
CURB HEIGHT
MATCH EXISTING
CURB HEIGHT
PROPOSED GRANITE BLOCK CURB (TYP.)
GR: 68.40
HP 69.19
66
PROFILE OF SUMMIT ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
50
55
60
65
70
75
80
50
55
60
65
70
75
80
26 L.F. 15" RCP @
7.50% (P-1)
61 L.F. 15" RCP @ 0.70% (P-2)
79 L.F. 15" RCP @ 0.70% (P-3)
'B' INLET (S-1)
GR: 67.13
INV OUT: 64.43 P-1
'B' INLET (S-2)
GR: 67.15
INV IN: 62.51 P-1
INV OUT: 62.40 P-2
MH (S-3)
RIM: 66.83
INV IN: 61.97 P-2
INV OUT: 61.87 P-3
2.20%
1.03%
0.60%
0.75%
0.90%
H.P. ELEV. = 69.19
H.P. STA = 0+76.36
PVI STA = 0+74.66
PVI ELEV. = 69.31
A.D. = 1.93%
K = 25.90
50.00' VC
PVC = 0+50
ELEV. 69.05
PVT = 1+00
ELEV. 69.09
0+00
69.10
69.00
69.06
1+00
69.09
69.08
68.89
68.63
2+00
68.43
68.18
67.89
67.73
3+00
67.41
67.29
66.97
66.99
4+00
66.64
66.69
4+50
66.40
66.31
PROPOSED PROFILE (TYP.)
MEET EXISTING
STA. 0+14.19
GR: 68.39
LP: 68.78
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-LAYT.dwg\C-2.03-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
CONSTRUCTION PLAN
SUMMIT ROAD
STA. 00+00 TO 4+50
2.03
N
S
E
W
NORTH
MATCHLINE - STA. 4+50 - SHEET 2.04
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
ESTIMATED DEPTHS OF EXISTING WATER AND GAS LINES MUST BE VERIFIED IN THE FIELD THROUGH TEST PITS
PRIOR TO THE START OF CONSTRUCTION. THIS ENSURES THERE ARE NO CONFLICTS DURING THE INSTALLATION
OF THE PROPOSED STORM PIPE NETWORK.
2.
STEEL PLATING SHALL BE INSTALLED OVER THE GAS LINE WHERE COVER IS REDUCED TO LESS THAN 24" OR AS
DIRECTED BY THE ENGINEER. ALL WORK AND MATERIALS ASSOCIATED WITH THIS INSTALLATION WILL BE
COVERED BY THE PAY ITEM "PROTECTIVE STEEL PLATE".
3.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE RESPECTIVE UTILITY COMPANIES TO
RELOCATE WATER OR GAS LINES IF DEEMED NECESSARY BASED ON FIELD CONDITIONS.
20
20
40
SCALE : 1" = 20'
0
HORIZONTAL
VERTICAL
4
4
8
SCALE : 1" = 4'
0
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
SUMMIT ROAD CONSTRUCTION PLAN
STATION 0+00 TO 4+50
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
BELMONT AVENUE
SUMMIT ROAD
MODIFIED 'B' INLET S-5
GR: 65.69
INV.(IN): 60.77 (P-4)
INV.(OUT): 60.67 (P-5)
'B' INLET S-7
GR: 65.69
INV.(OUT): 63.25 (P-6)
14 L.F. 15" RCP @
0.75% (P-6)
D
MH S-8
RIM: 66.03
INV.(IN): 59.84 (P-7)
INV.(OUT): 59.73 (P-8)
D
MH S-9
RIM: 65.60
INV.(IN): 58.84 (P-8)
INV.(OUT): 58.74 (P-9)
71 L.F. 15" RCP @
1.25% (P-8)
69 L.F. 15" RCP @
1.60% (P-9)
D
MH S-6
RIM: 66.08
INV.(IN): 63.15 (P-6)
INV.(IN): 60.58 (P-5)
INV.(OUT): 60.48 (P-7)
80 L.F. 15" RCP @
0.80% (P-7)
12 L.F. 15" RCP @
0.78% (P-5)
'B' INLET S-10
GR: 63.90
INV.(IN): 62.00 (P-13)
INV.(OUT): 61.90 (P-10)
'B' INLET S-11
GR: 63.87
INV.(IN): 61.72 (P-10)
INV.(IN): 61.82 (P-12)
INV.(OUT): 58.35 (P-11)
28 L.F. 12" RCP,
CLASS V @ 0.65%
(P-10)
8+26
4+00
5+00
6+00
7+00
8+00
66
65
66
65
65
65
66
BC 66.34
BC 65.96
BC 65.96
BC 65.76
BC 65.80
BC 65.80
BC 65.52
BC 65.52
BC 65.10
BC 65.10
BC 64.02
BC 64.02
BC 64.17
BC 64.12
BC 64.83
BC 64.50
64
64
TC 64.45
TC 64.50
TC 64.36
TC 64.35
TC 65.44
TC 65.44
TC 65.85
TC 65.85
TC 66.13
TC 66.13
TC 66.29
TC 66.29
TC 66.10
TC 66.67
BDC 65.76
TDC 65.93
6 L.F. 18" RCP @
3.00% (P-11)
BC 66.40
TC 66.73
BC 65.65
BC 65.28
BC 64.08
BC 64.06
BC 64.54
BC 65.34
BC 65.06
BDC 65.65
BDC 65.28
TDC 65.82
TDC 65.45
TC 65.99
TC 65.62
TC 64.39
TC 64.42
TC 64.87
TC 64.90
TC 65.51
TC 65.71
TC 65.17
LOM/LOP
HP 66.31
28'
(TYP.)
EXISTING INLET SHALL BE REPAIRED,
RESET, AND RETROFITTED WITH A
NEW N-ECO CURB PIECE AND
BICYCLE SAFE GRATE.
RESET MANHOLE (TYP.)
BDC 65.72
BDC 65.95
BDC 65.96
BDC 65.81
BDC 65.68
BDC 65.53
BDC 65.73
BDC 65.54
BC 64.35
TC 64.69
TDC 66.72
TDC 65.89
TDC 66.15
TDC 66.03
TDC 65.98
TDC 65.85
TDC 65.70
9 L.F. 4" PVC @ 0.50%
(P-12)
TDC 65.71
TDC 65.90
G 65.38
G 65.47
G 65.96
G 66.05
D
MH S-4
RIM: 66.39
INV.(IN): 61.32 (P-3)
INV.(OUT): 61.22 (P-4)
64 L.F. 15" RCP @
0.70% (P-4)
11 L.F. 1" PVC @
0.50% (P-13)
20' R
304' R
276' R
206' R
106' R
234' R
134' R
CONCRETE SIDEWALK 4"
THICK (TYP.)
FULL DEPTH RECONSTRUCTION (TYP.)
MATCH EXISTING
CURB HEIGHT
MATCH EXISTING CURB HEIGHT
RESTORATION USING
TOPSOILING, FERTILIZING
AND SEEDING, TYPE
ERNMIX-106 AND STRAW
MULCHING (TYP.)
TREE PROTECTION FENCE (TYP.)
HOT MIX ASPHALT DRIVEWAY,
6" THICK (TYP.)
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS
EXISTING 'B' INLET TO BE REMOVED. 18" RCP TO BE EXTENDED AND CONNECTED
TO PROPOSED 'B' INLET. PAYMENT FOR ALL WORK ASSOCIATED FOR THIS TO BE
INCLUDED IN THE BID PRICE FOR THE PAY ITEM "18" REINFORCED CONCRETE
PIPE".
RESET MANHOLE,
STORM SEWER, USING
EXISTING CASTING.
RIM: 63.97
INLET FILTER (TYP.)
INV. (IN) 58.16 (P-10)
INV. (IN) 57.64 (P-8)
INV. (IN) 59.88 (V.I.F.) (E2)
PROPOSED GRANITE BLOCK CURB (TYP.)
DEPRESSED GRANITE BLOCK
CURB, 2" CURB REVEAL (TYP.)
GR:
64.47
BRACE EXISTING UTILITY
POLE IN ACCORDANCE WITH
ALL APPLICABLE FEDERAL,
STATE, AND UTILITY
COMPANY REQUIREMENTS
LIMIT OF DISTURBANCE
(TYP.)
RESET MANHOLE,
STORM SEWER, USING
EXISTING CASTING.
RIM: 64.80
(V.I.F.)
(V.I.F.)
CONSTRUCT
CONCRETE STEP, 7" RISER
(V.I.F.)
(V.I.F.)
66
66
65
64.30
PROFILE OF SUMMIT ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
50
55
60
65
70
75
80
50
55
60
65
70
75
80
4+50
66.40
66.31
5+00
66.28
66.11
66.32
66.15
6+00
66.04
65.87
65.49
65.45
7+00
64.57
64.37
64.77
64.59
8+00
64.95
65.09
8+24.56
65.30
14 L.F. 15" RCP @
0.75% (P-6)
71 L.F. 15" RCP @ 1.25% (P-8)
69 L.F. 15" RCP @ 1.60% (P-9)
80 L.F. 15" RCP @ 0.80% (P-7)
12 L.F. 15" RCP @
0.78% (P-5)
28 L.F. 12" RCP, CLASS
V @ 0.65% (P-10)
MH (S-8)
RIM: 66.03
INV IN: 59.84 P-7
INV OUT: 59.73 P-8
MH (S-6)
RIM: 66.08
INV IN: 63.15 P-6
INV IN: 60.58 P-5
INV OUT: 60.48 P-7
MH (S-9)
RIM: 65.60
INV IN: 58.84 P-8
INV OUT: 58.74 P-9
'B' INLET (S-7)
GR: 65.69
INV OUT: 63.25 P-6
'B' INLET (S-5)
GR: 65.69
INV IN: 60.77 P-4
INV OUT: 60.67 P-5
'B' INLET (S-10)
GR: 64.07
INV IN: 62.00 P-13
INV OUT: 61.90 P-10
'B' INLET (S-11)
GR: 64.29
INV IN: 61.72 P-10
INV IN: 61.82 P-12
INV OUT: 58.35 P-11
6 L.F. 18" RCP @
3.00% (P-11)
L.P. ELEV. = 64.30
L.P. STA = 7+13.95
PVI STA = 7+02.06
PVI ELEV. = 64.11
A.D. = 3.80%
K = 13.14
50.00' VC
PVC = 6+77
ELEV. 64.82
PVT = 7+27
ELEV. 64.36
2.81%
1.00%
1.00%
1.50%
0.55%
11 L.F. 1" PVC @
0.50% (P-13)
9 L.F. 4" PVC @ 0.50%
(P-12)
PROPOSED PROFILE (TYP.)
MEET EXISTING
STA. 8+12.33
INV. (IN) 58.16 (P-10)
INV. (IN) 57.64 (P-8)
INV. (IN) 59.88 (V.I.F.) (E2)
GR: 64.47
RIM: 64.80
LP: 66.01
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-LAYT.dwg\C-2.04-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
CONSTRUCTION PLAN
SUMMIT ROAD
STA. 4+50 TO 8+26
2.04
N
S
E
W
NORTH
MATCHLINE - STA. 4+50 - SHEET 2.03
20
20
40
SCALE : 1" = 20'
0
HORIZONTAL
VERTICAL
4
4
8
SCALE : 1" = 4'
0
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SUMMIT ROAD CONSTRUCTION PLAN
STATION 4+50 TO 8+26
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
ESTIMATED DEPTHS OF EXISTING WATER AND GAS LINES MUST BE VERIFIED IN THE FIELD THROUGH TEST
PITS PRIOR TO THE START OF CONSTRUCTION. THIS ENSURES THERE ARE NO CONFLICTS DURING THE
INSTALLATION OF THE PROPOSED STORM PIPE NETWORK.
2.
STEEL PLATING SHALL BE INSTALLED OVER THE GAS LINE WHERE COVER IS REDUCED TO LESS THAN 24"
OR AS DIRECTED BY THE ENGINEER. ALL WORK AND MATERIALS ASSOCIATED WITH THIS INSTALLATION
WILL BE COVERED BY THE PAY ITEM "PROTECTIVE STEEL PLATE".
3.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE RESPECTIVE UTILITY COMPANIES TO
RELOCATE WATER OR GAS LINES IF DEEMED NECESSARY BASED ON FIELD CONDITIONS.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 0+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
14.56%
13.37%
0.88%
TC:69.51
-0.96%
TC:69.26
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 1+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
11.78%
8.98%
-1.88%
TC:69.15
-1.68%
TC:69.18
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 1+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
10.75%
-2.50%
TC:68.62
-2.50%
TC:68.45
6.44%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 2+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
0.72%
7.97%
-2.50%
TC:68.17
-2.50%
TC:68.17
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 2+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
0.51%
5.51%
-2.50%
TC:67.72
-2.50%
TC:67.72
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 3+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
-2.50%
TC:67.11
-2.50%
TC:67.11
0.84%
2.24%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 3+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
5.10%
5.54%
-2.50%
TC:66.97
-2.50%
TC:66.97
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 4+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
5.06%
-2.50%
TC:66.67
-2.50%
TC:66.51
5.13%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 4+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
13.91%
6.85%
-2.50%
TC:66.29
-2.50%
TC:66.29
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 5+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
3.29%
9.43%
-2.50%
TC:66.09
-2.50%
TC:66.09
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 5+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
14.67%
6.86%
-2.50%
TC:66.13
-2.50%
TC:66.13
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 0+81.87
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
6.04%
-1.17%
TC:69.35
-1.46%
TC:69.15
7.96%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 5+10.75
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
4.16%
-2.50%
TC:66.20
-2.50%
TC:66.04
4.04%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 5+38.26
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
10.80%
-2.50%
TC:66.19
-2.50%
TC:66.03
1.78%
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 5+86.48
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
8.77%
-2.50%
TC:65.93
-2.50%
TC:65.76
3.12%
69.00
69.05
69.09
68.89
68.43
67.89
67.41
66.97
66.64
66.40
66.28
66.31
66.32
66.32
66.12
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-LAYT.dwg\C-2.05-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
CROSS SECTIONS -
SUMMIT ROAD
2.05
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 6+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 6+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
10.80%
2.19%
-2.50%
TC:65.44
-2.50%
TC:65.44
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 7+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
13.09%
10.84%
-2.50%
TC:64.35
-2.50%
TC:64.36
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 7+50
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
18.21%
10.53%
-3.01%
TC:64.50
-3.38%
TC:64.45
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 8+00
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
9.31%
2.40%
-1.29%
TC:65.15
-2.26%
TC:64.83
CROSS SECTION OF SUMMIT ROAD CENTERLINE
STATION: 6+35.02
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 4'
60
65
70
75
60
65
70
75
0
10
20
30
0
-10
-20
-30
10.37%
-2.50%
TC:65.66
-2.50%
TC:65.50
7.18%
66.04
65.69
65.49
64.57
64.77
64.95
10.52%
6.60%
-2.50%
TC:65.85
-2.50%
TC:65.85
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-LAYT.dwg\C-2.06-LAYOUT By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
CROSS SECTIONS -
SUMMIT ROAD
2.06
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0102P\Engineering\Site Plans\C-DTLS.dwg\C-3.01-DETAILS By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
SOIL EROSION & SEDIMENT
CONTROL NOTES & DETAILS
3.01
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
1
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
2
11/01/18
MCNJ-SOIL-EROS-1100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
3
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
4
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
5
05/01/17
MCNJ-SOIL-EROS-2500
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
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 & CAUTION FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING & EXCAVATION
1 WEEK
- INSTALL ACCESSIBLE CURB RAMPS
1 WEEK
- INSTALL CURB & DRAINAGE IMPROVEMENTS
3 WEEKS
- COMPLETE MILLING OPERATIONS
3 WEEKS
- COMPLETE PAVING OPERATIONS
3 WEEKS
- TOPSOILING, FERTILIZING, SEEDING, AND STRAW MULCHING
3 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 12 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL
EROSIN AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), PERMANENT VEGETATIVE
COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1
OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY
MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD
SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND
SIMULAR
MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH
COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE
POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL, INCLUDING TOPSOIL, SHALL BE DISPOSED OF OFF-SITE. ALL TOPSOIL STOCKPILES
SHALL BE REMOVED ON A DAILY BASIS.
TOTAL PROJECT AREA OF DISTURBANCE = 37,898 SF OR 0.87 ACRES
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
NOTE:
1.
THE CONTRACTOR SHALL COMPLETE FULL DEPTH RECONSTRUCTION IF & WHERE DIRECTED BY THE
ENGINEER. FULL DEPTH REPAIRS SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND
COMPACTION OF DENSE-GRADED AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE, 4"
THICK.
2.
FULL DEPTH RECONSTRUCTION SHALL ALSO INCLUDE THE EXCAVATION AND REMOVAL OF MATERIAL
BELOW THE EXISTING ASPHALT SURFACE COURSE TO THE BOTTOM OF THE EXISTING SUB-BASE. THE DEPTH
TO THE BOTTOM OF THE EXISTING SUB-BASE AND SUB-BASE MATERIAL IS VARIABLE THROUGHOUT THE
PROJECT LIMITS, NO SEPARATE PAYMENT SHALL BE MADE FOR EXCAVATION OF VARIOUS MATERIALS AND
TO VARIOUS DEPTHS. EXISTING SUB-BASE MATERIAL AND DEPTHS CAN BE FOUND IN APPENDIX 'A' OF THE
SPECIFICATIONS. ADDITIONAL QUANTITY OF DGA MAY BE REQUIRED TO BACKFILL EXCAVATIONS, NO
SEPARATE PAVEMENT SHALL BE MADE FOR ADDITIONAL DGA REQUIRED TO BRING SUB-BASE UP TO THE
BOTTOM OF THE ASPHALT PAVEMENT SECTION.
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-DTLS.dwg\C-4.01-DETAILS By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
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___________________________
FOR THE
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
CONSTRUCTION DETAILS
4.01
EXISTING BUILDING
COMPACTED SUBGRADE
ROADWAY EXCAVATION
PROPOSED SURFACE COURSE, 2" THICK
HOT MIX ASPHALT MIX 19M64
BASE COURSE, 4" THICK
N.T.S.
REFER TO TYPICAL ROAD SECTIONS FOR
TREATMENT ABOVE BASE COURSE
N.T.S.
MILLED AREA
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE THAT THE
FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS NOT APPLICABLE TO
TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS WHERE THE COMPLETED
MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
TYPICAL ROADWAY WITH ASPHALT/CONCRETE BASE SECTION
VARIES
VARIES
ROAD WIDTH VARIES
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
PROPOSED SIDEWALK
EXISTING BASE COURSE
EXISTING ROAD SURFACE
INSTALL HOT MIX ASPHALT
9.5M64 SURFACE COURSE, 2"
PROPOSED SIDEWALK
DENSE-GRADED AGGREGATE
BASE COURSE, VARIABLE DEPTH
9"
18"
8"
2' REPAIR
6"
4"
6"
HMA 19M64
HMA 9.5M64
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
JOINT
SEALER
DEPTH OF JOINT FILLER STRIP EQUAL TO THE
THICKNESS OF THE PAVEMENT LESS 14"
THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE
WHEN CURB IS CONSTRUCTED ADJACENT TO HMA PAVEMENT
12" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS
TYPE, TO BE INSTALLED BETWEEN CURB AND
CONCRETE PAVEMENT OR CONCRETE BASE COURSE.
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED
FIBER JOINT FILLER RECESSED 14" IN FROM FRONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS
(FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. FULL DEPTH REPAIR TO BE PAID FOR UNDER HOT MIX ASPHALT PAVEMENT REPAIR ITEM OR FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA.
COMPACTED SUBGRADE
SAWCUT
N.T.S.
9"X18" CONCRETE VERTICAL CURB DETAIL
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND
UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT, REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE
COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS
OF HMA. INCLUDE COSTS IN HOT MIX ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED.
4" COMPACTED SOIL AGGREGATE
COMPACTED SUBGRADE
2" THICK BITUMINOUS ASPHALT
SURFACE COURSE I-5
ASPHALT DRIVEWAY (ON SOIL)
PAVEMENT DETAIL
WIDTH VARIES
(SEE PLAN)
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SITE-CURB-1400
DTL_SCALE
DTL_NUMBER
DTL_DATE
DTL_COUNT
EXISTING BUILDING
COMPACTED SUBGRADE
ROADWAY EXCAVATION
PROPOSED SURFACE COURSE, 2" THICK
HOT MIX ASPHALT MIX 19M64
BASE COURSE, 4" THICK
FULL DEPTH RECONSTRUCTION DETAIL
N.T.S.
REFER TO TYPICAL ROAD SECTIONS FOR
TREATMENT ABOVE BASE COURSE
N.T.S.
MILLED AREA
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE THAT THE
FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS NOT APPLICABLE TO
TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS WHERE THE COMPLETED
MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
TYPICAL ROADWAY WITH ASPHALT/CONCRETE BASE SECTION
VARIES
VARIES
ROAD WIDTH VARIES
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
PROPOSED SIDEWALK
EXISTING BASE COURSE
EXISTING ROAD SURFACE
INSTALL HOT MIX ASPHALT
9.5M64 SURFACE COURSE, 2"
PROPOSED SIDEWALK
DENSE-GRADED AGGREGATE
BASE COURSE, VARIABLE DEPTH
9"
18"
8"
2' REPAIR
6"
4"
6"
HMA 19M64
HMA 9.5M64
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
CONCRETE
CLASS B,
AIR
ENTRAINED
R=1" (TYP.) ALL CURBS
2"
JOINT
SEALER
DEPTH OF JOINT FILLER STRIP EQUAL TO THE
THICKNESS OF THE PAVEMENT LESS 14"
THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE
WHEN CURB IS CONSTRUCTED ADJACENT TO HMA PAVEMENT
12" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS
TYPE, TO BE INSTALLED BETWEEN CURB AND
CONCRETE PAVEMENT OR CONCRETE BASE COURSE.
NOTES:
1. TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED
FIBER JOINT FILLER RECESSED 14" IN FROM FRONT FACE AND TOP OF CURB.
2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS
(FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. FULL DEPTH REPAIR TO BE PAID FOR UNDER HOT MIX ASPHALT PAVEMENT REPAIR ITEM OR FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA.
COMPACTED SUBGRADE
SAWCUT
N.T.S.
9"X18" CONCRETE VERTICAL CURB DETAIL
JOINTS TO BE MAX. 1/2" WIDE AND POINTED,
WITH 1-2 MIX CEMENT MORTAR. JOINTS TO BE
CLEANED AND DAMP PRIOR TO POINTING
PAVEMENT
1/2" MAX.
5-1/2" MIN.
NJDOT CLASS "B"
CONCRETE
6" X 6" X 12" GRANITE BLOCK CURB
12" MIN.
3" MAX.
6"
1" RAKE
4"
4" FACE
2"
8" MIN.
4" MIN.
3"
4" MIN.
12" MIN.
4" MIN.
4" MIN.
10" MIN.
8" MIN.
GRANITE BLOCK
CURB (RSIS) DETAIL
MODIFIED
DTL_COUNT
DTL_DATE
DTL_NUMBER
DTL_SCALE
PAVEMENT SURFACE
CONCRETE CURB
GRANITE BLOCK CURB
EXPANSION JOINT 1/2" PREFORMED
BITUMINOUS FILLER
18"
4"
4"
GRADE
6"
TRANSITION BETWEEN GRANITE BLOCK
& CONCRETE DETAIL
JOINTS TO BE MAX. 3/4" WIDE AND POINTED,
WITH 1-2 MIX CEMENT MORTAR JOINTS TO BE
CLEANED AND DAMP PRIOR TO POINTING
MAINTAIN FULL DEPTH 18"
MINIMUM AT DRIVEWAY
PAVEMENT SURFACE
A
A
NJDOT CLASS "B"
CONCRETE
GRADE
TOP OF CURB GRADE
1/2" PREFORMED
EXPANSION
JOINT FILLER (FOR
CONCRETE
SIDEWALK OR
DRIVEWAY)
SECTION A-A
SECTION B-B
GRANITE
BLOCK CURB
B
B
GRADE
GRADE
18" MIN.
18" MIN.
4.5"
1-1/2"
18"
MAX.
DRIVEWAY OPENING VARIES
18"
MAX.
18"
12" MIN.
2"
2"
8" MIN.
4.5"
12" MIN.
3" MAX.
6"
1" RAKE
4" MIN.
12" MIN.
6" FACE
4" MIN.
6"
3"
4" MIN.
4" MIN.
DEPRESSED GRANITE BLOCK CURB AT DRIVEWAY DETAIL
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND
UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT, REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE
COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS
OF HMA. INCLUDE COSTS IN HOT MIX ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED.
4" COMPACTED SOIL AGGREGATE
COMPACTED SUBGRADE
2" THICK BITUMINOUS ASPHALT
SURFACE COURSE I-5
ASPHALT DRIVEWAY (ON SOIL)
PAVEMENT DETAIL
WIDTH VARIES
(SEE PLAN)
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SITE-CURB-1400
DTL_SCALE
DTL_NUMBER
DTL_DATE
DTL_COUNT
PROTECTIVE STEEL PLATE
1/2" THICK X 24" WIDE PROTECTIVE STEEL
PLATE OVER GAS LINE
EXISTING GAS MAIN
24"
SAND BACKFILL
N.T.S.
4"
6"
DENSE GRADED
AGGREGATE
2"
HMA 19M64
HMA 9.5M64
1/2"
NOTES:
1.
STEEL PLATE SECTIONS SHALL BE AT LEAST 48" IN LENGTH LAID END TO END
N.T.S.
RESET PAVER DETAIL
NOTES:
1.
EXISTING PAVERS SHALL BE RESET AT DRIVEWAYS AND SIDEWALK AS SHOWN
ON THE PLANS AND DIRECTED IN THE FIELD BY THE ENGINEER.
2.
ALL COSTS ASSOCIATED WITH THE RESETTING OF EXISTING PAVERS,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL AND BASE
COURSE SHALL BE INCLUDED IN THE SQUARE YARD PRICE BID FOR RESET
PAVERS.
3.
ALL PAVERS TO BE REPLACED SHALL BE REPLACED IN KIND AT NO
ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE
WITH THE ENGINEER AND THE OWNER PRIOR TO REPLACING PAVERS.
VARIABLE
2 3/8" & 1 1/2"
BRICK PAVER
2" SAND
SETTING
BED
POLYMERIC SAND
JOINT FILLER
6" DGA
FILTER FABRIC
COMPACTED SUB GRADE
NOT TO SCALE
SEED MIX DETAIL
07/22/24
NOTES:
1. FOR USE IN ALL AREAS NOT BEING RESTORED BY ASPHALT, CONCRETE, SAND, OR
MULCH.
2. ATHLETIC FIELD SEED MIX SHALL BE ERNMIX-106 AS PROVIDED BY ERNST
CONSERVATION SEEDS OR APPROVED EQUAL.
3. SEEDING SHALL BE APPLIED USING THE HYDRAULIC METHOD AS DEFINED BY THE
NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2019,
SECTION 806.03.01 C-1
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
X
05/01/17
MCNJ-SITE-CURB-1801
MOD: 01/06/25
NOT TO SCALE
X
05/01/17
MCNJ-SITE-CURB-1900
MOD: 01/06/25
NOT TO SCALE
DEPRESSED CONCRETE CURB AT DRIVEWAY DETAIL
NOT TO SCALE
4500 PSI CONCRETE
GUTTER GRADE
SECTION A-A
GRADE
A
A
18"
1.5"
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1.5"
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
6 x 6 - W1.4xW1.4
WELDED WIRE MESH
6" THICK
CONCRETE
DRIVEWAY
APRON
EXPANSION
JOINT
6" THICK
CONCRETE
SIDEWALK
VARIES
SIDEWALK
1/2" PREFORMED
EXPANSION JOINT FILLER
HOT POURED
RUBBER-ASPHALT JOINT
SEALER
CONCRETE CURB
12"
2"
X
11/01/24
MCNJ-SITE-CURB-1800
NOTE:
1. REVEAL VARIES THROUGHOUT. SEE PLANS.
NOTE:
1. REVEAL VARIES THROUGHOUT. SEE PLANS.
NOTE:
1. REVEAL VARIES THROUGHOUT. SEE PLANS.
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-DTLS.dwg\C-4.02-DETAILS By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
CONSTRUCTION DETAILS
4.02
TYPE 'B' INLET DETAIL
NOT TO SCALE
NOTES:
1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND
SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2. THIS INLET SHALL BE CONSTRUCTED OF CONCRETE OR PRECAST CONCRETE. IF CONCRETE BLOCK
IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE & THE OUTSIDE OF THE WALLS SHALL
BE PLASTERED WITH 1/2" COAT OF 1:2 CEMENT SAND MORTAR. THE INSIDE WALL JOINTS SHALL BE
STRUCK AND POINTED.
3. PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA.
GRADE 60 STEEL REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED
EQUIVALENT.
4. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY # 2618 WITH 6" OR 8" TYPE N ECO CURB
PIECE, OR APPROVED EQUAL.
5. WHEN DEPTH IS GREATER THAN 12', THE WALLS SHOULD BE 8" THICK CONCRETE OR SOLID
CONCRETE BLOCK, AND THE FOOTING SHALL BE EXTENDED TO MIN. 6" BEYOND THE OUTSIDE
WALLS.
6. ALL CONCRETE TO BE NJDOT CLASS "B".
7. IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER
MANUFACTURER'S SPECIFICATION.
8. INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
PLAN
SECTION A-A
SECTION B-B
A
A
B
B
2"
VARIES
7"
4'-0"
3'-6"
(SEE NOTE # 5)
8"
8"
HEIGHT AS SPECIFIED
FRAME AND GRATE
CURB
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
DEPTH OF CONCRETE INVERT
TO BE 0.80 THE DIAMETER OF
THE MAIN LINE (SEE NOTE # 1)
LADDER
RUNGS
12" O.C.
INVERT
6" OR 8" CONCRETE
OR CONCRETE BLOCK
(SEE NOTE #5)
BRICK AND MORTAR
TO GRADE, 12"
MAXIMUM
FRAME & GRATE
CURB
VARIES
(SEE NOTE #5)
X
10/01/24
MCNJ-UTIL-STRM-1100
8"
30"
4'-0"
5"
5"
RISER JOINT DETAIL
6"
NOTE:
1.
IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER
MANUFACTURER'S SPECIFICATION.
2.
ALL CONCRETE TO BE NJDOT CLASS "B".
3.
MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH HS-25 LOADING
REQUIREMENTS.
6"
"O" RING RUBBER GASKET
STANDARD MANHOLE FRAME
AND COVER CAMPBELL
FOUNDRY # 1202B
OR APPROVED EQUAL
ADJUST CASTING TO
GRADE WITH COURSES OF
BRICK, CONCRETE BLOCK
OR GRADE RINGS AS
REQUIRED, 12" MAXIMUM
3' PRECAST REINFORCED
CONCRETE CONE
PRECAST REINFORCED
CONCRETE RISER
REQUIRED LENGTH OF
RISERS-1', 2', 3', OR 4'
REINFORCING STEEL AS
PER ASTM C478
RISER JOINT
DEPTH OF CONCRETE
INVERT TO BE 0.80 THE
DIAMETER OF THE MAIN
LINE
PRECAST REINFORCED
CONCRETE BASE
3/4" CRUSHED STONE BEDDING
ON UNDISTURBED EARTH
LADDER
RUNG
LADDER
RUNG
PRECAST CONCRETE STORM
MANHOLE 4' DIA. DETAIL
NOT TO SCALE
6" MIN.
7"
3" MIN.
6" MIN.
X
07/01/21
MCNJ-UTIL-STRM-1600
PLAN
NJ DOT TYPE B INLET
6" OR 8" AS SPECIFIED
3"
3/8"
2"
20"
DRAINS TO BAY
3/8"
712"
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
NAME PLATE OPTIONS
DRAINS TO WATERWAYS
2"
1-3/8"
3D BROOK TROUT DESIGN
NOTES:
1.
MATERIALS: GREY CAST IRON ASTM A48-83, CLASS 30B
2.
IN RETROFIT SITUATIONS THIS CURB PIECE (HEAD) WILL FIT EXISTING CAMPBELL FOUNDARY
CO. MANUFACTURED CURB INLETS FOR NJDOT TYPES B, B-1, B-2, D, D-1, AND D-2.
3.
NAMEPLATE MESSAGE CAN BE MODIFIED TO PROJECT SPECIFIC NEEDS WITHIN AREA
SHOWN.
4.
CASTING SUPPLIED WITHOUT SURFACE COATING.
5.
TYPE "N" OR "J" ECO CURB PIECE PER LOCAL REQUIREMENTS.
DIAMOND DESIGN
SKID-RESISTANT SURFACE
3D BROOK
TROUT
DESIGN
CAMPBELL FOUNDRY
COMPANY # 2618
DUMP NO WASTE
DRAINS TO RIVER
6"
2"
1 1
2"
6"
OR
8"
6"
OR
8"
TYPE "N" ECO CURB PIECE
TYPE "J" ECO CURB PIECE
3 1
2" OR 5 1
2"
2"
NJDOT INLET
CURB PIECE
ECO CURB PIECE DETAIL
DUMP NO WASTE
DRAINS TO RIVER
NOT TO SCALE
X
05/01/17
MCNJ-UTIL-STRM-2001
MIN. TRENCH WIDTH
1.25 O.D. + 1 FT
12"
(TYPE 3 BEDDING)
d = 3" FOR < 27" PIPES
4" FOR 30"-60" PIPES
6" FOR >66" PIPES
NOTES:
1.
ALL REINFORCED CONCRETE PIPE AND BACKFILL SHALL BE INSTALLED IN
ACCORDANCE WITH ASTM C1479.
2.
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III CIRCULAR PIPE
UNLESS OTHERWISE SPECIFIED, CONFORM TO ASTM C76 AND AASHTO
M170.
3.
SUITABLE BEDDING SHALL BE SAND, GRAVEL OR CRUSHED STONE.
FINAL BACKFILL
COMPACTED
SUITABLE BACKFILL
3/4" CRUSHED
STONE BEDDING
UNDISTURBED
EARTH OR
COMPACTED
SUBGRADE
SHAPED SUITABLE
COMPACTED SUBGRADE
d
1/6 O.D.
D
D/3
GRADE
RCP PIPE
RCP PIPE BEDDING DETAIL
NOT TO SCALE
VARIES SEE PLAN
X
02/01/19
MCNJ-UTIL-STRM-2301
4 3/8"
C
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
SECTION B-B
SECTION A-A
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
B
B
A
A
SECTION C-C
3/4"
5/8"
4 3/8"
3'- 11 3/4"
C
2 1/2"
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING
TO ASTM A48, AND AS FOLLOWS:
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
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.
HOT MIX ASPHALT
WATERPROOFING
ADDITIONAL MH
RUNGS AS NEEDED
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
CURB
SURFACE COURSE
12"
(TYPICAL)
2' OR LESS
RESET EXISTING CASTING DETAIL
N.T.S.
N.T.S.
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING
TO ASTM A48, AND AS FOLLOWS:
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
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.
HOT MIX ASPHALT
WATERPROOFING
ADDITIONAL MH
RUNGS AS NEEDED
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
CURB
SURFACE COURSE
FILL TO TOP OF
BASE COURSE WITH
CLASS C CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 2' OR LESS
12"
(TYPICAL)
2' OR LESS
RESET EXISTING CASTING DETAIL
N.T.S.
RESET MANHOLE, SANITARY/STORM SEWER, USING EXISTING CASTING DETAIL
N.T.S.
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
NOTES:
1.
THIS INLET SHALL BE CONSTRUCTED OF CONCRETE OR PRECAST CONCRETE.
2.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDARY # 2632 WITH 6" TYPE N ECO
CURB PIECE OR APPROVED EQUAL.
3.
ALL CONCRETE TO BE NJDOT CLASS "B".
4.
IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER
MANUFACTURER'S SPECIFICATION.
5.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
SECTION B-B
PLAN
B
B
A
A
3"
VARIES
3'-6"
6"
FRAME AND GRATE
CURB
6" NJDOT #57 CRUSHED
STONE BEDDING ON
UNDISTURBED EARTH
STEEL BEAM SHALL BE HOT
DIP GALVANIZED
FRAME & GRATE
8"
TYPE MODIFIED B INLET, SP-1
N.T.S.
SECTION B-B
VARIES
6'-0"
6"
6" (SEE NOTE # 5)
STEEL BEAM SHALL BE HOT
DIP GALVANIZED
FRAME & GRATE
8"
REFER TO PLAN
FOR PIPE LAYOUT
NJDOT CLASS "B" REINFORCED
CONCRETE SLAB
ALL STRUCTURAL COMPONENTS OF ANY PROPOSED INLET (CONCRETE SLAB, STEEL BEAM,
ETC.) ARE SHOWN FOR SCHEMATIC PURPOSES ONLY AND INLET DESIGN SHALL BE SIGNED
AND SEALED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER.
PVC SANITARY PIPE BEDDING
(GRAVITY) DETAIL
MODIFIED
DTL_COUNT
DTL_DATE
DTL_NUMBER
DTL_SCALE
NOTES:
1.
ALL PVC GRAVITY PIPE SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH
ASTM D2321.
2.
GRAVITY SANITARY PIPE IS TO BE PVC SDR 35 PER ASTM D3034 OR AS REQUIRED
BY THE GOVERNING AUTHORITY.
d
FINAL BACKFILL
COMPACTED
SUITABLE BACKFILL
3/4" CRUSHED STONE
BEDDING
UNDISTURBED EARTH OR
COMPACTED SUBGRADE
SPRINGLINE
6"~12"
D
MIN. TRENCH
WIDTH
O.D. + 1 FT
d = 4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
PVC PIPE
INITIAL BACKFILL
GRADE
4' MIN.
NOTES:
1. ALL COSTS ASSOCIATED WITH RECONNECTING EXISTING SANITARY
SEWER LATERALS SHALL BE COVERED IN THE PAY ITEM "RECONNECT
SANITARY SEWER LATERAL WITH NEW PIPE". THIS INCLUDES BUT IS NOT
LIMITED TO TRENCHING, BEDDING, CUTTING OF PIPE, INSTALLING NEW
PIPE, FLEXIBLE COUPLINGS, LANDSCAPE RESTORATION, INSTALLING PIPE
BENDS / FITTINGS AS NECESSARY AND PAVEMENT RESTORATION.
FLEXIBLE COUPLING WITH
STAINLESS STEEL SHEER RING
EXISTING SANITARY
SEWER MAIN
EXISTING LATERAL
FLOW
RECONNECT SANITARY SEWER LATERAL
WITH NEW PIPE DETAIL
N.T.S.
45° WYE, MATCH EXISTING
LATERAL SIZE
EXISTING CURB (TYP.)
REPLACE EXISTING LATERAL TO 5' BEYOND
BACK OF CURB OR TO EXISTING CLEANOUT IF
LOCATED LESS THAN 5' FROM BACK OF CURB
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-DTLS.dwg\C-4.03-DETAILS By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
FOR THE
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
CONSTRUCTION DETAILS
4.03
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
W
PLAN
A
A
B
B
1/2" PREFORMED
EXPANSION JOINT
FILLER.
SECTION B-B
NOTES:
1.
½” EXPANSION JOINT FILLER INSTALLED BETWEEN THE CURB AND CONCRETE
SIDEWALK AT 10' MAXIMUM SPACING, RECESS TO ¼” FROM THE TOP OF SIDEWALK.
2.
½” CONTRACTION JOINTS INSTALLED AT AN INTERVAL 24 TO 30 TIMES THE
THICKNESS OF THE SLAB, TO A DEPTH OF ¼ OF THE THICKNESS OF THE SLAB, RECESS
TO ¼” FROM THE TOP OF SIDEWALK, FOR THE FULL WIDTH OF THE SIDEWALK. SCORE
A ¼” GROOVED JOINT HALF WAY BETWEEN THE CONTRACTION JOINTS.
3.
JOINT FILLER SHALL CONFORM TO AASHTO M-33. SURFACE OF CONCRETE SHALL BE
BROOM FINISH. ROUND EDGES USING AN EDGING TOOL WITH A ¼” RADIUS.
4.
CONCRETE SIDEWALK SHALL BE CONSTRUCTED PER THE LATEST ADA REQUIREMENTS.
SECTION A-A
CONTRACTION JOINT @ 8' ON CENTER
CURB
BITUMINOUS EXPANSION
JOINTS @ 20' O.C.
NJDOT CLASS "B" CONCRETE
LIGHT BROOM FINISH
4" DENSE GRADED
AGGREGATE
1% MIN.
2% MAX. CROSS SLOPE
4" NJDOT CLASS "B"
CONCRETE
4" DENSE GRADED AGGREGATE
W
12" DEEP GROOVE
4"
CONCRETE SIDEWALK
(NEXT TO CURB) DETAIL
NOT TO SCALE
BROOM FINISH
PERPENDICULAR TO
THE PATH OF TRAVEL
COMPACTED SUBGRADE
X
08/01/20
MCNJ-SITE-PVMT-2000
W
PLAN
A
A
B
B
SEE
PLAN
SECTION A-A
SECTION B-B
NOTES:
1.
½” CONTRACTION JOINTS INSTALLED AT AN INTERVAL 24 TO 30 TIMES THE THICKNESS OF
THE SLAB, TO A DEPTH OF ¼ OF THE THICKNESS OF THE SLAB, RECESS TO ¼” FROM THE TOP
OF SIDEWALK, FOR THE FULL WIDTH OF THE SIDEWALK. SCORE A ¼” GROOVED JOINT HALF
WAY BETWEEN THE CONTRACTION JOINTS.
2.
JOINT FILLER SHALL CONFORM TO AASHTO M-33. SURFACE OF CONCRETE SHALL BE BROOM
FINISH. ROUND EDGES USING AN EDGING TOOL WITH A ¼” RADIUS.
3.
CONCRETE SIDEWALK SHALL BE CONSTRUCTED PER THE LATEST ADA REQUIREMENTS.
CURB
NJDOT CLASS "B" CONCRETE
LIGHT BROOM FINISH
1% MIN.
2% MAX. CROSS SLOPE
W
VARIES
CONTRACTION JOINT @ 8' ON CENTER
GRASS STRIP
12" DEEP GROOVE
4" DENSE GRADED
AGGREGATE
4"
4" NJDOT CLASS "B" CONCRETE
4" DENSE GRADED AGGREGATE
CONCRETE SIDEWALK
(NEXT TO GRASS) DETAIL
NOT TO SCALE
BROOM FINISH
PERPENDICULAR TO
THE PATH OF TRAVEL
COMPACTED SUBGRADE
X
08/01/20
MCNJ-SITE-PVMT-2001
NOTES:
1.
END OF ROADWAY SIGN TO BE SIGN STYLE OM4-2.
END OF ROADWAY MARKER SIGN (OM4-2)
N.T.S.
8TH HOLE FROM
THE TOP
TYPE 1 SOIL
ANCHOR
PLATE
TYPE 1
STEEL
U-POST
TYPE 1 ANCHOR POST ASSEMBLY
N.T.S.
3'6"
3/8" DIA. HOLES 1" C. TO C.
TOP POST U POST
N.T.S.
WEIGHT *
LBS. / FT.
2.50
4.0
1.516
3.062
1.278
0.669
0.760
0.228
0.313
0.539
0.352
1.968
3.500
1.336
0.834
1.187
0.611
0.707
1.161
0.664
"A"
"B"
"C"
"D"
I (IN. )
DIMENSIONS (IN.)
AREA
IN. 2
X-X AXIS **
Y-Y AXIS
S (IN. )
4
3
I (IN. )
S (IN. )
4
3
TYPE 1 STEEL U-POST PROPERTIES
*
± 5%
**
GOVERNING SECTION
VARIOUS POST LENGTH
3/8" DIA. HOLES 1" C. TO C.
1"
CD-612-5.2
CD-612-5.2
CD-612-5.2
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR
THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
CD-612-4.1
NOTES:
1.
ANCHOR POST AND TOP POST TO BE OF EQUAL WEIGHT/ FEET.
2.
SOIL ANCHOR PLATE TO BE ATTACHED TO ALL ANCHOR POSTS.
3.
THE MATERIAL FOR THE SOIL ANCHOR PLATES TO BE CARBON
SHEET STEEL.
4.
THE STEEL "U" POST TO BE GRADE 60.
TYPE 1 SOIL ANCHOR PLATE
N.T.S.
TYPE 1 STEEL U-POST
N.T.S.
CD-612-5.2
CD-612-5.2
STEEL U-POST SIGN SUPPORTS
CD-612-5.2
C
A
D
B
X
Y
Y
X
12"
4"
6"
6"
3"
0.120" NOM. (11 GAUGE)
7/16" DIA. HOLES
1"
1"
2 x 0.326" DIA. HOLES
SPACER BAR
WHEN X IS GREATER THAN 0.75", USE TYPE 1 SPACER BAR
WHEN X IS 0.75" OR LESS, USE TYPE 2 SPACER BAR
5.0"
0.5"
4.0"
0.375"
0.75"
0.75" TYPE 2
SECTION A-A
SPACER BAR
N.T.S.
CD-612-5.1
X
A
A
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CD-612-4.1
FIRST HOLE
FROM THE
TOP END
WASHER
FULLY THREADED GRADE L9 CONNECTOR BOLT
(SEE NOTE 6)
FIFTH HOLE FROM THE TOP END
SPACER BAR
NOTES:
1.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN APPROXIMATELY 12 INCHES ABOVE GROUND. PLACE BOLT AND
WASHER IN FIRST AND FIFTH HOLES FROM THE TOP END, AND SECURE BOLTS ONTO SPACER.
2.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN A MAXIMUM OF 4 INCHES ABOVE GROUND LEVEL.
3.
DIG OUT AROUND BACK OF ANCHOR POST ASSEMBLY TO ALLOW ROOM FOR TOP POST TO BE ATTACHED.
4.
NEST TOP POST ASSEMBLY ONTO PROTRUDING ANCHOR POST ASSEMBLY BOLTS, THROUGH THE FIRST AND
FIFTH HOLES FROM THE BOTTOM OF THE TOP POST.
5.
PLACE AND TIGHTEN A SELF-LOCKING FLANGE NUT ON EACH BOLT. WHEN INSTALLATION IS COMPLETE, TOP
OF GROUND POST NOT TO EXCEED 4 INCHES ABOVE GROUND LEVEL.
6.
SIZE OF CONNECTOR BOLT FOR TYPE 1, 5/16" x 11/2"
SIZE OF CONNECTOR BOLT FOR TYPE 2, 5/16" x 2"
7.
THE CONNECTOR BOLTS ARE TO BE FULLY THREADED.
EACH CONNECTOR BOLT AND NUT TO BE CLEARLY STAMPED WITH MANUFACTURER'S IDENTIFYING MARK.
ANCHOR POST ASSEMBLY SIGN SUPPORTS
N.T.S.
CD-612-5.1
APPROXIMATELY 12"
4" MAX.
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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
\AcPublish_25360\C-DTLS.dwg\C-4.04-DETAILS By: MILES.TILLEY
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
2024 ROAD PROGRAM
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
12/04/24
MMT
BJA
CDT0102
1
03/04/25
MMT
REVISED PER TOWNSHIP COMMENTS.
.
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___________________________
FOR THE
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
CONSTRUCTION DETAILS
4.04
28" MIN.
712" MIN. O.D.
50' MIN. (TYP.)
10'
(TYP.)
10'
(TYP.)
10'
(TYP.)
2'-8"
5'-0" MIN.
2'-0"
2'-0"
90° ELBOWS TYP.
ALL CORNERS
3 SANDBAGS
5'-0" MIN.
4'-0"
SANDBAGS
3'-0"
INSET
B
INSET
A
4'-0"
N.T.S.
SPRINGS SECURED TO WIRE TIE
ON REAR PIPE OF BASE FRAME
SANDBAG
A
A
A
A
RIVETS (2)
RIVETS (2)
1 1/2" TYP. ALL CONNECTIONS
4" PIPE LENGTHS
USED AS COUPLERS
( TYP. )
3"
P.V.C.
12"
3" ELBOW
12" R
12" R
4'-0"
3/16"
3 1/2"
2 7/8"
3 5/16"
3/16"
3 1/2"
DIA.
3 1/2"
DIA.
1 3/4" DIA.
3/16"
1 3/4"
1 1/2"
1 9/16"
3/16"
3" X 3' WYE
SPRING TAUT WIRE CABLE ASSEMBLY
5/8" X 11" NO. 8 SPRINGS
( TWO ), HAND TENSIONED.
3 SANDBAGS, 1 CUBIC FT.
CAPACITY EACH, 18" X 24"
3" X 3" TEE
3"x3" WYE
3"x3"
TEES
A NO. 6 3/16"
DIAMETER SOLID
BRAIDED NYLON
ROPE SHALL BE
SECURED INTERNALLY
TO ITSELF.
11"
11"
9" MIN. TO
12" MAX.
9" MIN. TO
12" MAX.
BREAKAWAY BARRICADES DETAILS
SIDE VIEW
TOP VIEW OF BASE
TYPE III, PE
FRONT VIEW
12" MAX.
9" MIN. TO
11"
12" MAX.
9" MIN. TO
11"
9" MIN. TO
12" MAX.
11"
9" MIN. TO
12" MAX.
11"
3" X 3' WYE
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO.14 PAN
HEAD METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, TYPE II OR III-A, AS SHOWN FOR CONSTRUCTION SIGNS.
3.
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
4.
THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL HAVE A CAPACITY OF 1 CUBIC FOOT.PLACEMENT OF SANDBAGS SHALL BE AS SHOWN ABOVE.
5.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE LENGTH.
6.
EITHER TYPE III, PE OR TYPE III, PVC CAN BE USED AT THE OPTION OF THE CONTRACTOR.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM D 1785 OR PVC, SDR-26 ASTM D
2241. FITTINGS SHALL BE WHITE PVC OR ABS OF MATCHING WALL THICKNESS
AND INSIDE DIAMETER AND MEETING THE MATERIALS, REQUIREMENTS AND
TESTING SECTIONS OF ASTM D 2466 FOR PVC AND ASTM D 2468 FOR ABS. ALL
JOINTS SHALL BE SLIP FIT AND NOT THREADED OR CEMENTED. PVC FITTINGS
MEETING ASTM D 2665 WILL ALSO BE ACCEPTABLE. PVC OR ABS MATERIAL
SHALL BE ULTRAVIOLET LIGHT STABILIZED.
THE BASE AND UPRIGHT SHALL BE 3 1/2" DIA. ROTATIONALLY MOLDED
POLYETHYLENE PLASTIC CONFORMING TO ASTM D 1248-II A3-E4. THE BRACE
SHALL BE 1 3/4" DIA. EXTRUDED POLYETHYLENE PLASTIC CONFORMING TO
ASTM D 1248-III A4. POLYETHYLENE PLASTIC SHALL BE WHITE AND SHALL BE
ULTRA-VIOLET LIGHT STABILIZED.
SECTION A-A
INSET B
INSET A
G20-2
60" x 24"
W1-6(R)
48" x 30"
W20-1
48" x 48"
W21-5
48" x 48"
W20-7A
48" x 48"
(16 S.F.)
M4-9X
30" x 24"
(5 S.F.)
M4-9X (S)
48" x 36"
(12 S.F.)
M4-9LX (LEFT)
M4-9RX (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (XS)
48" x 36"
(12 S.F.)
M4-9L (LEFT)
M4-9R (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (S)
48" x 36"
(12 S.F.)
M4-10L (LEFT)
M4-10R (RIGHT)
48" x 18"
(6 S.F.)
R11-2
48" x 30"
(10 S.F.)
M4-11
30" x 24"
(5 S.F.)
R11-3
60" x 30"
(12.5 S.F.)
G20-2A
60" x 24"
(10 S.F.)
R11-4
60" x 30"
(12.5 S.F.)
W20-2
48" x 48"
(16 S.F.)
W20-1A
48" x 48"
(16 S.F.)
W20-3
48" x 48"
(16 S.F.)
W99-2
48" x 48"
(16 S.F.)
W1-6(L)
48" x 30"
N.T.S.
TRAFFIC CONTROL FOR MILLING & OVERLAY DETAIL
N.T.S.
TRAFFIC CONTROL FOR CURB & SIDEWALK CONSTRUCTION DETAIL
N.T.S.
DRUM DETAIL
N.T.S.
TRAFFIC CONE DETAIL
CONSTRUCTION SIGN DETAILS
N.T.S.
NOTES:
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER.
3" TO 4" SPACE FOR
HANDLING
6" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TUPE III
PLASTIC OR RUBBER
MIN. WEIGHT 7 LBS.
NOTES :
1.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND
WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO
MORE THAN 2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH
S2 REQUIREMENTS.
2.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED
OVER.
3.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME
VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
4. WHEN BALLAST IS REQUIRED BY THE R.E., SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST
SHALL
BE 50 LBS. AND BE LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST
HALL BE
APPROVED BY THE R.E..
5.
CONES AND DRUMS SHALL BE SURRENDERED TO THE OWNER AT CLOSEOUT OF PROJECT.
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
36" APPROX.
2" MAX. NON-REFLECTORIZED
SPACE (ORANGE) (TYP.)
6" MIN. REFLECTORIZED
STRIPES WHITE
NON-REFLECTORIZED
SPACE (ORANGE)
13 4" MIN. O.D.
18" MIN. DIA.
BASE DIA. MAY BE LARGER THAN TOP DIA.
BREAKAWAY BARRICADES WITH WI-6L
(TYPICAL) NOTE: USE WI-6R WHEN
CONSTRUCTION OTHER SIDE OF STREET
TRAFFIC DRUMS/BARRICADES
AS DIRECTED BY THE ENGINEER
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH RIGHT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART RIGHT
CURB & SIDEWALK CONSTRUCTION
AT MID BLOCK LEFT & RIGHT
CONSTRUCTION AREA
(TYPICAL)
DRUM (TYPICAL)
CONSTRUCTION AREA
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE
IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR
REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO
THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC
TRAFFIC CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR
RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF
CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE
CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR
TRAFFIC AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS
CONTRACT. DURING CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE
DRIVEWAY ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES
APPROVED BY THE ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING,
PLACING, MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE
VARIOUS ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR
HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED
ON THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1. ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A. 0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON
BREAKAWAY BARRICADES.
B. 0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
TEMPORARY SIGN SUPPORTS:
1. SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF
STEEL COMPONENTS.
2. WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST=
4" x 6"
TWO POSTS=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 11/2 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.
SIGN FACES:
1. SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
2. ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
Kevin E Boyer
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE49974
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
ADDITIONAL 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 AND ALL ADJACENT
SIDEWALK. STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5.
FOR TYPE 5 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM
EDGE OF TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A SINGLE RAMP.
6.
THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL,
THE FULL WIDTH OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING PADS FOR A
SINGLE RAMP.
7.
A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, MUST BE PROVIDED AT THE
TOP OF EVERY RAMP.
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
H
INCHES
CURB RAMP TYPE 1
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
H
INCHES
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
5.30
6.06
6.82
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.33
17.89
9
9.38
19.63
H
INCHES
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
H
INCHES
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
H
INCHES
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
H
INCHES
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.58
22.23
8
15.00
23.17
9
15.00
23.69
H
INCHES
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
H
INCHES
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
1.50
7.00
4
5
6
7
8
9
H
INCHES
CURB RAMP TYPE 2
3
4
5
6
7
8
9
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
1.50
7.00
1.50
CURB RAMP TYPE 3
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.50
9.00
4
3.33
10.67
5
4.17
12.33
6
5.00
14.00
7
5.83
15.67
8
6.67
17.33
9
7.50
19.00
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.50
3.33
4.17
5.00
5.83
6.67
7.50
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.10
6.20
2.10
8.20
3.10
10.20
4.10
12.20
5.10
14.21
6.10
16.21
7.10
18.21
1.10
2.10
3.10
4.10
5.10
6.10
7.10
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
L2
FEET
X2u
FEET
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
3.33
10.67
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
3.33
4.17
5.00
5.83
6.67
7.50
4.17
12.33
5.00
14.00
5.83
15.67
6.67
17.33
7.50
19.00
4.17
5.00
5.83
6.67
7.50
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
2.78
9.05
4
3.70
10.73
5
4.63
12.42
6
5.56
14.10
7
6.48
15.78
8
7.41
17.47
9
8.33
19.15
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.27
3.03
3.79
4.55
6.06
6.06
6.82
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.25
6.24
2.39
8.27
3.53
10.30
4.66
12.33
5.80
14.36
6.94
16.39
8.07
18.42
0.98
1.18
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
4.23
13.58
5.37
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.01
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
L2
FEET
X2u
FEET
2.78
9.05
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
2.27
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
3.70
10.73
4.63
12.42
5.56
14.10
6.48
15.78
7.41
17.47
8.33
19.15
3.03
3.79
4.55
6.06
6.06
6.82
0.82
5.46
0.64
1.09
5.95
0.86
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.13
9.21
4
4.17
10.94
5
5.21
12.68
6
6.25
14.42
7
7.29
16.15
8
8.23
17.89
9
9.38
19.63
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
2.08
2.78
3.47
4.17
4.86
5.56
6.25
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.45
6.34
2.77
8.46
4.08
10.58
5.40
12.71
6.72
14.83
8.03
16.95
9.35
19.08
0.89
1.69
2.50
3.31
4.12
4.92
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22.
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
L2
FEET
X2u
FEET
0.95
5.53
0.58
1.27
6.04
0.78
3.13
9.21
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.08
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
4.17
10.94
5.21
12.68
6.25
14.42
7.29
16.15
8.23
17.89
9.38
19.63
2.78
3.47
4.17
4.86
5.56
6.25
5.73
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
3.57
9.49
4
4.76
11.33
5
5.95
13.16
6
7.14
14.99
7
8.33
16.82
8
9.52
18.65
9
10.71
20.48
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.92
2.56
3.21
3.85
4.49
5.13
5.77
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
1.72
6.53
3.28
8.83
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.81
1.55
2.28
3.02
3.75
4.49
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
L2
FEET
X2u
FEET
1.13
5.66
0.53
1.50
6.21
0.71
5.22
3.57
9.49
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
1.92
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.76
11.33
5.95
13.16
7.14
14.99
8.33
16.82
9.52
18.65
10.71
20.48
2.56
3.21
3.85
4.49
5.13
5.77
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
4.17
9.95
4
5.56
11.94
5
6.94
13.92
6
8.33
15.90
7
9.72
17.89
8
11.11
19.87
9
12.50
21.86
3.0
3.5
4.0
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.79
2.38
2.98
3.57
4.17
4.76
5.36
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.12
6.86
4.04
9.46
4.85
11.13
6.41
13.43
7.98
15.73
9.54
18.03
11.10
20.33
0.74
1.42
2.28
3.02
3.75
4.49
3.31
4.48
5.24
11.08
5.24
13.68
9.09
16.28
11.02
18.88
12.94
21.48
2.58
7.49
4.51
10.09
6.43
12.69
8.36
15.29
10.28
17.89
12.20
20.49
3.78
9.10
5.70
11.70
7.62
14.30
9.55
16.90
11.47
19.50
1.16
1.84
2.52
3.19
3.87
4.54
0.91
1.58
2.26
2.93
3.61
4.29
1.33
2.00
2.68
3.35
4.03
L2
FEET
X2u
FEET
1.39
5.88
0.49
1.85
6.50
0.65
5.22
4.17
9.95
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
1.79
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.56
11.94
6.94
13.92
8.33
15.90
9.72
17.89
11.11
19.87
12.50
21.86
2.38
2.98
3.57
4.17
4.76
5.36
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
5.00
10.67
4
6.67
12.89
5
8.33
15.11
6
10.00
17.33
7
11.67
19.56
8
13.33
21.78
9
15.00
24.00
3.0
3.5
4.0
3
4
5
6
7
8
9
4
5
6
7
8
9
3
4
5
6
7
8
9
1.67
2.22
2.78
3.33
3.89
4.44
5.00
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
2.76
7.44
5.26
10.57
7.76
13.57
10.26
16.83
12.77
19.95
15.00
22.81
15.00
23.44
0.69
1.31
1.94
2.56
3.19
3.81
4.31
9.38
6.81
12.51
9.31
15.64
11.81
18.77
14.32
21.89
15.00
23.20
3.36
8.20
5.86
11.32
8.36
14.45
10.86
17.58
13.37
20.71
15.00
22.96
4.91
10.14
7.41
13.26
9.91
16.39
12.42
19.52
11.92
22.65
1.08
1.70
2.33
2.95
3.58
4.20
0.84
1.46
2.09
2.71
3.34
3.96
1.23
1.85
2.48
3.10
3.73
L2
FEET
X2u
FEET
1.80
6.26
0.45
2.41
7.01
0.60
4.44
5.00
10.67
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
1.67
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
6.67
12.89
8.33
15.11
10.00
17.33
11.67
19.56
13.33
21.78
15.00
24.00
2.22
2.78
3.33
3.89
4.44
5.00
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
8.33
13.80
4
11.11
17.07
5
13.89
20.34
6
15.00
21.94
7
15.00
22.43
8
15.00
22.92
9
15.00
23.41
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.47
1.96
2.45
2.94
3.43
3.92
4.41
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
6.90
11.50
13.16
18.31
15.00
20.69
15.00
21.05
15.00
21.97
15.00
22.32
15.00
22.86
0.60
1.14
1.69
2.23
2.77
3.32
10.78
15.72
15.00
20.48
15.00
21.00
15.00
21.57
15.00
22.11
15.00
22.65
8.40
13.13
14.67
19.94
15.00
20.82
15.00
21.36
15.00
21.90
15.00
22.45
12.29
17.36
15.00
20.61
15.00
21.15
15.00
21.70
15.00
22.24
0.94
1.58
2.02
2.57
3.11
3.65
0.73
1.27
1.82
2.36
2.90
3.45
1.07
1.61
2.15
2.70
3.24
L2
FEET
X2u
FEET
4.52
8.91
0.39
6.03
10.55
0.52
3.86
*
*
*
*
*
*
*
*
*
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
X1L
FEET
3
2.5
6.25
11.81
4
8.33
14.42
5
10.42
17.02
6
12.50
19.63
7
14.48
22.23
8
15.00
23.71
9
15.00
23.69
3.0
3.5
4.0
*
*
*
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.56
2.08
2.60
3.13
3.65
4.17
4.69
Y
INCHES
2.5
3.0
3.5
4.0
L1
FEET
X1u
FEET
X2L
FEET
3.94
8.58
7.51
12.74
11.09
16.89
14.67
21.05
15.00
21.97
15.00
22.81
15.00
23.44
0.64
1.22
1.80
2.38
2.97
3.81
6.16
11.16
9.73
15.31
13.31
19.47
15.00
21.75
15.00
22.33
15.00
22.91
4.80
9.58
8.37
13.74
11.95
17.89
15.00
21.52
15.00
22.11
15.00
22.96
7.02
12.16
10.59
16.31
14.17
20.47
15.00
21.89
15.00
22.47
1.00
1.58
2.16
2.75
3.33
3.91
0.78
1.36
1.94
2.52
3.11
3.69
1.14
1.72
2.30
2.89
3.47
L2
FEET
X2u
FEET
2.58
7.00
0.42
3.44
8.00
0.56
4.44
6.25
11.81
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
1.56
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
8.33
14.42
10.42
17.02
12.50
19.63
14.48
22.23
15.00
23.71
15.00
23.69
2.08
2.60
3.13
3.65
4.17
4.69
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
8.33
13.80
11.11
17.07
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
1.47
1.96
2.45
2.94
3.43
3.92
4.41
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
13.89
20.34
15.00
21.94
15.00
22.43
15.00
22.92
15.00
23.41
2.45
2.94
3.43
3.92
4.41
11.11
17.07
1.96
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
3
*
*
*
3
*
*
*
*
*
*
3
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
CURB RAMP TYPE 4
0.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.10
6.20
4
2.10
8.20
5
3.10
10.20
6
4.10
12.20
7
5.10
14.21
8
6.10
16.21
9
7.10
18.21
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
4.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.12
0.74
6.86
4
4.04
1.42
9.46
5
5.97
2.10
12.06
6
7.89
2.77
14.66
7
9.82
3.45
17.26
8
11.74
4.12
19.87
9
13.67
4.80
22.47
3.0
3.0
1.39
0.49
5.88
3.31
1.16
8.48
5.24
1.84
11.08
7.16
2.52
13.68
9.09
3.19
16.28
11.01
3.87
18.88
12.94
4.54
21.48
3.5
3.5
0.66
0.23
4.89
2.58
0.91
7.49
4.51
1.58
10.09
6.43
2.26
12.69
8.36
2.93
15.29
10.28
3.61
17.89
12.20
4.29
20.49
4.0
4.0
**
1.85
0.65
6.50
3.78
1.33
9.10
5.70
2.00
11.70
7.62
2.68
14.30
9.55
3.35
16.90
11.47
4.03
19.50
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
1.10
2.10
3.10
4.10
5.10
6.10
7.10
**
**
**
**
**
**
**
**
**
1.72
7.44
2.72
9.44
3.72
11.45
4.72
13.45
5.72
15.45
6.72
17.45
1.34
6.68
2.34
8.68
3.34
10.69
4.34
12.69
5.34
14.69
6.34
16.69
1.96
7.92
2.96
9.93
3.96
11.93
4.96
13.93
5.96
15.93
1.72
2.72
3.72
4.72
5.72
6.72
1.34
2.34
3.34
4.34
5.34
6.34
1.96
2.96
3.96
4.96
5.96
1.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.25
6.24
4
2.39
8.27
5
3.53
10.30
6
4.66
12.33
7
5.80
14.36
8
6.94
16.39
9
8.07
18.42
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.98
1.88
2.77
3.66
4.56
5.45
6.34
1.96
7.49
3.09
9.52
4.23
11.55
5.37
13.58
6.50
15.61
7.64
17.64
1.53
6.72
2.66
8.75
3.80
10.78
4.94
12.81
6.07
14.84
7.21
16.87
2.23
7.98
3.37
10.01
4.50
12.04
5.64
14.07
6.78
16.10
1.54
2.43
3.32
4.22
5.11
6.00
1.20
2.09
2.98
3.88
4.77
5.66
1.75
2.65
3.54
4.43
5.32
2.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.45
6.34
4
2.77
8.46
5
5.40
12.71
6
6.72
14.83
7
8.03
16.95
8
9
9.35
19.08
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.89
1.69
3.31
4.12
4.92
5.73
2.27
7.65
3.58
9.78
4.90
11.90
6.22
14.02
7.53
16.15
8.85
18.27
1.77
6.85
3.08
8.97
4.40
11.09
5.72
13.22
7.03
15.34
8.35
17.46
2.58
8.16
3.90
10.29
5.22
12.41
6.53
14.53
7.85
16.66
1.39
2.20
3.00
3.81
4.62
5.42
1.08
1.89
2.70
3.50
4.31
5.12
1.58
2.39
3.20
4.00
4.81
3.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
1.72
6.53
4
3.28
8.83
5
4.85
11.13
6
6.41
13.43
7
7.98
15.73
8
9.54
18.03
9
11.10
20.33
3.0
3.0
3.5
3.5
4.0
4.0
**
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
0.81
1.55
2.28
3.02
3.75
4.49
5.22
2.69
7.96
4.25
10.26
5.82
12.55
7.38
14.85
8.94
17.15
10.51
19.45
2.10
7.08
3.66
9.38
5.22
11.68
6.79
13.98
8.35
16.28
9.91
18.58
3.07
8.51
4.63
10.81
6.19
13.11
7.76
15.41
9.32
17.71
1.27
2.00
2.74
3.47
4.21
4.94
0.99
1.72
2.46
3.19
3.93
4.66
1.44
2.18
2.91
3.65
4.38
0.82
5.46
0.64
0.39
4.69
0.30
1.09
5.95
0.86
4.08
10.58
2.50
0.95
5.53
0.58
0.45
4.72
0.28
1.27
6.04
0.78
1.13
5.66
0.53
0.53
4.78
0.25
1.50
6.21
0.71
5.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
2.76
0.69
7.44
4
5.26
1.31
10.57
5
7.76
1.94
13.70
6
10.26
2.56
16.83
7
12.77
3.19
19.95
8
15.00
3.81
22.81
9
15.00
4.44
23.44
3.0
3.0
1.80
0.45
6.26
4.31
1.08
9.38
6.81
1.70
12.51
11.81
2.95
15.64
14.32
3.58
18.77
15.00
3.87
21.89
23.20
3.5
3.5
0.85
0.21
5.07
3.36
0.84
8.20
5.86
1.46
11.32
8.36
2.09
14.45
10.86
2.71
17.58
13.37
3.34
20.71
15.00
3.96
22.96
4.0
4.0
**
2.41
0.60
7.01
4.91
1.23
10.14
7.41
1.85
13.26
9.91
2.48
16.39
12.42
3.10
19.52
14.92
3.73
22.65
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
6.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
3.94
0.64
8.58
4
7.51
1.22
12.74
5
11.09
1.80
16.89
6
14.67
2.38
21.05
7
15.00
2.97
21.97
8
15.00
3.55
22.55
9
15.00
4.13
23.13
3.0
3.0
2.58
0.42
7.0
6.16
1.00
11.16
9.73
1.58
15.31
13.31
2.16
19.47
2.75
21.75
3.33
22.33
3.91
22.91
3.5
3.5
1.22
0.20
5.42
4.80
0.78
9.58
8.37
1.36
13.74
11.95
1.94
17.89
2.52
21.52
3.11
22.11
3.69
22.69
4.0
4.0
**
3.44
0.56
8.00
7.02
1.14
12.16
10.59
1.72
16.31
2.30
20.47
2.89
21.89
3.47
22.47
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
7.0% GUTTER LINE PROFILE
H
INCHES
W
FEET
Y
INCHES
Xzu
FEET
X2L
FEET
Lz
FEET
3
2.5
2.5
6.90
0.60
11.50
4
13.16
1.14
18.31
5
1.69
20.69
6
2.23
21.23
7
2.77
21.77
8
3.32
22.32
9
3.86
22.86
3.0
3.0
4.52
0.39
8.91
10.78
0.94
15.72
1.48
20.48
2.02
21.02
2.57
21.57
3.11
22.11
3.65
22.65
3.5
3.5
2.14
0.19
6.32
8.40
0.73
13.13
14.67
1.27
19.94
1.82
20.82
2.36
21.36
2.90
21.90
3.45
22.45
4.0
4.0
**
6.03
0.52
10.55
12.29
1.07
17.36
1.61
20.61
2.15
21.15
2.70
21.70
3.24
22.24
**
**
3
4
5
6
7
8
9
3
4
5
6
7
8
9
3
4
5
6
7
8
9
9.31
2.33
15.00
15.00
15.00
15.00
15.00
15.00
14.17
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
0.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.00
10.00
4
4.00
12.00
5
5.00
14.00
6
6.00
16.00
7
7.00
18.01
8
8.00
20.01
9
9.00
22.01
H
INCHES
CURB RAMP TYPE 7
3
4
5
6
7
8
9
3.00
4.00
1.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.41
10.09
4
4.55
12.12
5
5.68
14.15
6
6.82
16.18
7
7.96
18.21
8
9.10
20.24
9
10.23
22.27
H
INCHES
3
4
5
6
7
8
9
2.68
3.57
4.47
5.36
6.25
7.15
8.04
2.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
3.95
10.37
4
5.27
12.49
5
6.58
14.62
6
7.90
16.74
7
9.22
18.86
8
10.53
20.99
9
11.85
23.11
H
INCHES
3
4
5
6
7
8
9
2.42
3.23
4.03
4.84
5.65
6.45
7.26
3.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
4.69
10.90
4
6.25
13.20
5
7.82
15.49
6
9.38
17.79
7
10.94
20.09
8
12.51
22.38
9
14.07
24.69
H
INCHES
3
4
5
6
7
8
9
2.21
2.94
3.68
4.41
5.15
5.88
6.62
4.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
5.77
11.80
4
7.70
11.40
5
9.62
17.00
6
11.55
19.60
7
13.47
22.20
8
15.40
24.80
9
17.32
27.40
H
INCHES
3
4
5
6
7
8
9
2.03
2.70
3.38
4.06
4.73
5.41
6.08
5.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
7.51
13.38
4
10.01
16.51
5
12.51
19.64
6
15.00
22.75
7
15.00
23.38
8
15.00
24.00
9
15.00
24.63
H
INCHES
3
4
5
6
7
8
9
1.88
2.50
3.13
3.75
4.38
5.00
5.63
6.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
10.73
16.47
4
14.31
20.63
5
15.00
21.91
6
22.49
7
23.07
8
15.00
23.65
9
15.00
24.23
H
INCHES
3
4
5
6
7
8
9
1.74
2.33
2.91
3.49
4.07
4.65
5.23
7.0% GUTTER LINE PROFILE
W
FEET
X1u
FEET
X1L
FEET
Lz
FEET
3
20.63
4
20.17
5
21.72
6
15.00
22.26
7
15.00
22.81
8
15.00
23.35
9
15.00
23.89
H
INCHES
3
4
5
6
7
8
9
1.63
2.17
2.72
3.26
3.81
4.35
4.89
5.00
6.00
7.00
8.00
9.00
15.00
15.00
15.00
15.00
15.00
--- Document: Cummings Street, Thomas Street and Hillside Avenue ---
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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\CDT0098\Engineering\Site Plans\C-CVER.dwg\1.1-NOTES By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
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___________________________
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
1.1
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THOMAS STREET AND CUMMINGS STREET ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS STREETS"
FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 08/19/24, LAST REVISED 10/09/24.
2.
ALL EXISTING FEATURES DEPICTED ON HILLSIDE AVENUE ARE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED IN THESE AREAS SHOULD BE VERIFIED IN THE FIELD BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
3.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD83 ADJUSTMENT.
4.
THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88 ADJUSTMENT.
5.
THE VERTICAL AND HORIZONTAL DATUM WERE ESTABLISHED AT THE PROJECT SITE BY USING GPS SURVEY METHODS.
6.
UNDERGROUND UTILITIES AND FEATURES ON THOMAS STREET AND CUMMINGS STREET WERE MAPPED USING RADIO FREQUENCY PIPE AND CABLE LOCATORS (RFL) AND GROUND PENETRATING RADAR (GPR). OTHER BURIED
UTILITIES MAY BE PRESENT BUT WERE NOT DETECTED DUE TO LIMITATIONS OF THE RFL AND GPR SYSTEMS, UNFAVORABLE SOIL CONDITIONS, SITE ACCESS, AND/OR DENSE UTILITY INFRASTRUCTURE; THEREFORE, 100%
DETECTION IS NOT GUARANTEED. CAUTION SHOULD BE USED WHEN EXCAVATING IN THE VICINITY OF MAPPED FEATURES.
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.
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.
9.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GAS COMPANY FOR THE INSTALLATION AND INSPECTION OF THE PROTECTIVE STEEL PLATE OVER THE EXISTING GAS MAIN.
10.
THE CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST PITS WHERE INDICATED ON THE FULL DEPTH RECONSTRUCTION PLANS - SEE SHEET 1.14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEPTHS OF THE EXISTING
GAS MAIN AND PROVIDING THE INFORMATION TO THE ENGINEER AS DETAILED IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING STEEL PLATES OVER THE EXISTING GAS MAIN IF THE PROPOSED
COVER OF THE GAS MAINS IS LESS THAN 24” AFTER THE PROPOSED GRADING MODIFICATIONS. THE CONTRACTOR IS NOT BE RESPONSIBLE FOR INSTALLING STEEL PLATES ALONG SECTIONS OF THE GAS MAIN THAT HAVE A
REVEAL OF 24” OR GREATER.
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 SITE 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".
QUANTITIES
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
S
D
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
PARKING STALL COUNT
ADA ACCESSIBLE PARKING STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
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
EXTENSION RING FOR EXISTING 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
OR BASELINE (LABEL AS SUCH)
TRAVERSE LINE, CENTER LINE
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
FLUSH CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
'B' INLET
MODIFIED 'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
THOMAS STREET
CENTENNIAL AVENUE
CUMMINGS STREET
H
Y
D
H
Y
D
2+00
3+00
4+00
5+00
6+00
BP: 1+00.00
N53° 59' 16.95"E
793.330
15+00
16+00
EP: 16+20.00
S36° 00' 43.05"E
520.000
N: 663279.61
E: 548288.85
N: 663093.59
E: 547910.98
14+29
6+49
2+00
3+00
4+00
5+00
6+00
Cummings Street Alignment
STA. 5+15.03
Thomas Street Alignment
STA. 15+48.29
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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\CDT0098\Engineering\Site Plans\C-DEMO.dwg\1.2-DEMO By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
(CUMMINGS STREET &
THOMAS STREET)
1.2
N
S
E
W
NORTH
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - CUMMINGS STREET - STA 6+49 SHEET 1.3
MATCHLINE - THOMAS STREET -
STA 14+29 SHEET 1.3
CUMMINGS
STREET
BURCHFIE
AVENUE
7+00
8+00
EP: 8+93.33
N53° 59' 16.95"E
793.330
N: 663560.03
E: 548552.70
6+49
7+00
8+00
THOMAS STREET
SOUTH AVENUE EAST
H
Y
D
12+00
13+00
14+00
BP: 11+00.00
14+29
S36° 00' 43.05"E
520.000
N: 663700.23
E: 547983.12
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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\CDT0098\Engineering\Site Plans\C-DEMO.dwg\1.3-DEMO By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
(CUMMINGS STREET &
THOMAS STREET)
1.3
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
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 - CUMMINGS STREET -
STA 6+49 SHEET 1.2
MATCHLINE - THOMAS STREET -
STA 14+29 SHEET 1.3
HILLSIDE AVENUE
H
Y
D
H
Y
D
COLLINS STREET
HILLSIDE AVENUE
100+00
101+00
102+00
103+00
104+00
105+00
106+00
106+57
8" W
8" W
8" W
8" W
8" W
8" W
2 - 4"Y (TYP.)
2 - 4"Y (TYP.)
8" W
8" W
±15'
±15'
2 - 4"Y (TYP.)
2 - 4"Y (TYP.)
26'
35'
32'
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK CURB
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK
CURB
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK
CURB
FLUSH CURB (TYP.)
12"W (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
12"W (TYP.)
CURB RAMP (TYPE 2)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
CURB PIECE
(NJDEP TYPE 'N' ECO)
(TYP.)
INLET FILTER (TYP.)
12"W (TYP.)
12"W (TYP.)
12"W (TYP.)
12"W (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
LOM/LOP
LOM/LOP
LOM/LOP
8"W
8"W
LOM/LOP
LOM/LOP
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
9" X 18-22" CONCRETE
HEADER CURB
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
CURB RAMP (TYPE 3, MODIFIED)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
CURB RAMP (TYPE 3, MODIFIED)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
9" X 18 CONCRETE
VERTICAL CURB (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
TOPSOILING, 6" THICK
FERTILIZING AND SEEDING,
STRAW MULCHING (TYP.)
ASPHALT SIDEWALK,
2" THICK (TYP.)
LIMIT OF DISTURBANCE
(TYP.), SEE NOTE 4 BELOW
6'
6'
6'
6'
8'
8'
CONTRACTOR TO REMOVE
EXISTING CROSSWALK STRIPING
TRAFFIC MARKINGS,
SYMBOLS (TYP.)
FLUSH CURB (TYP.)
ASPHALT SIDEWALK, 2" THICK
HATCH LEGEND
LIMIT OF DISTURBANCE
CONCRETE SIDEWALK, 4" THICK
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LINETYPE LEGEND
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING, STRAW MULCHING
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.4-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(HILLSIDE AVENUE)
1.4
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND
UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THIS PLAN
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE 9"X18" CONCRETE
VERTICAL CURB.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT PAVEMENT REPAIR AREAS
AS DEPICTED ON FULL DEPTH RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS) AND
RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS CONSISTING OF
REPLACEMENT OF ADA CURB RAMPS AND GRASS RESTORATION.
MATCHLINE - HILLSIDE AVENUE -
STA 106+57 SHEET 1.5
H
Y
D
HILLSIDE AVENUE
107+00
108+00
109+00
110+00
111+00
112+00
112+57
106+57
112+57
LOM/LOP
8" W
8" W
8" W
8" W
±15'
±15'
2 - 4"Y (TYP.)
2 - 4"Y (TYP.)
2 - 4"Y (TYP.)
2 - 4
±30'
36'
32'
FLUSH CURB (TYP.)
BELGIAN BLOCK
CURB
BELGIAN BLOCK
CURB
TOPSOILING, 6" THICK
FERTILIZING AND SEEDING,
STRAW MULCHING (TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
DETECTABLE WARNING
SURFACE (TYP.)
MEET EXISTING SIDEWALK (TYP.)
LOM/LOP
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
INLET FILTER (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
12"W (TYP.)
12"W (TYP.)
9" X 18 CONCRETE
VERTICAL CURB (TYP.)
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
ASPHALT SIDEWALK, 2" THICK
(TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
6'
6'
RESET EXISTING CASTING
TRAFFIC MARKINGS,
SYMBOLS (TYP.)
LIMIT OF DISTURBANCE
(TYP.), SEE NOTE 4 BELOW
ASPHALT SIDEWALK, 2" THICK
HATCH LEGEND
LIMIT OF DISTURBANCE
CONCRETE SIDEWALK, 4" THICK
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LINETYPE LEGEND
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING, STRAW MULCHING
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.5-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
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___________________________
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 PLAN
(HILLSIDE AVENUE)
1.5
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND
UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THIS PLAN
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE 9"X18" CONCRETE
VERTICAL CURB.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT PAVEMENT REPAIR AREAS
AS DEPICTED ON FULL DEPTH RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS) AND
RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS CONSISTING OF
REPLACEMENT OF ADA CURB RAMPS AND GRASS RESTORATION.
MATCHLINE - HILLSIDE AVENUE -
STA 106+57 SHEET 1.4
MATCHLINE - HILLSIDE AVENUE -
STA 112+57 SHEET 1.6
HILLSIDE AVENUE
CENTENNIAL AVENUE
(COUNTY ROAD 615)
118+47
113+00
114+00
115+00
116+00
117+00
118+00
112+57
112+57
9'
2 - 4"Y (TYP.)
24" W
4" W
8" W
8" W
±15'
±15'
±30'
15'
11'
12'
2 - 4"Y (TYP.)
FLUSH CURB (TYP.)
LOM/LOP
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION
DETECTABLE WARNING
SURFACE (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
12"W (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
TRAFFIC MARKINGS,
SYMBOLS (TYP.)
9" X 18 CONCRETE
VERTICAL CURB (TYP.)
LIMIT OF DISTURBANCE
(TYP.), SEE NOTE 4 BELOW
HATCH LEGEND
LIMIT OF DISTURBANCE
CONCRETE SIDEWALK, 4" THICK
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
LINETYPE LEGEND
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING, STRAW MULCHING
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.6-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
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.
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.
.
.
.
.
.
.
.
___________________________
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 PLAN
(HILLSIDE AVENUE)
1.6
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND
UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THIS PLAN
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE 9"X18" CONCRETE
VERTICAL CURB.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT PAVEMENT REPAIR AREAS
AS DEPICTED ON FULL DEPTH RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS) AND
RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS CONSISTING OF
REPLACEMENT OF ADA CURB RAMPS AND GRASS RESTORATION.
MATCHLINE - HILLSIDE AVENUE -
STA 112+57 SHEET 1.5
CENTENNIAL AVENUE
CUMMINGS STREET
H
Y
D
1+00
2+00
3+00
77
78
78
77
36'
18'
3+85
18'
75
75
76
24" W
2 - 4"Y (TYP.)
76
77
78
76
75
BC 75.47
TC 75.97
BC 75.48
TC 75.98
DEPRESSED CONCRETE
CURB, 2" REVEAL (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING,
STRAW MULCHING (TYP.)
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - SEE CROSS-SECTIONS AND FULL DEPTH
RECONSTRUCTION PLANS)
TEMPORARY TREE
PROTECTION (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
SCALLOPED CURB TO BE
REMOVED AND RETURNED TO
THE PROPERTY OWNER
RESET EXISTING CASTING
TC: 75.17
GR: 74.67
INLET FILTER (TYP.)
EXISTING GROUND
COVER TO BE
RESTORED IN KIND
CONCRETE SIDEWALK,
4" THICK (TYP.)
LOM/LOP
MEET EXISTING
SIDEWALK (TYP.)
BRACE EXISTING UTILITY POLE
IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE
AND UTILITY COMPANY
REQUIREMENTS (TYP.)
SCALLOPED CURB ADJACENT
TO SIDEWALK TO REMAIN
CONTRACTOR TO RECONSTRUCT CURB
RAMP TYPE 7 AS SHOWN - COORDINATE
WITH ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION. REFER TO CURB RAMP
GRADING PLAN
CONTRACTOR TO RECONSTRUCT
SECTION OF CURB RAMP AS SHOWN -
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION. REFER TO
CURB RAMP GRADING PLAN
LIMIT OF DISTURBANCE
(TYP.), SEE NOTE 4 BELOW
CONTRACTOR TO REPLACE
EXISTING DRAINS IN-KIND
12"W
8"W
9" X 18-22" CONCRETE
HEADER CURB
75
76
PROFILE OF CUMMINGS STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
70
75
80
85
70
75
80
85
1+00
75.06
75.34
75.35
2+00
76.16
76.16
76.84
76.82
3+00
77.52
77.48
78.20
78.14
3+85
78.63
78.60
1.32%
1.64%
GBS: 1+35.20
GBE: 75.11
GBS: 1+95.86
GBE: 76.10
PROPOSED
CENTERLINE
PROFILE
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING,
STRAW MULCHING
HATCH LEGEND
LIMIT OF DISTURBANCE
CONCRETE SIDEWALK, 4" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
LINETYPE LEGEND
EXISTING GROUND COVER
TO BE RESTORED IN KIND
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.7-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(CUMMINGS STREET)
1.7
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
20
20
40
SCALE : 1" = 20'
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT PAVEMENT REPAIR AREAS
AS DEPICTED ON FULL DEPTH RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS)
AND RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS CONSISTING OF
REPLACEMENT OF ADA CURB RAMPS, DRIVEWAYS AND GRASS RESTORATION.
5.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE 9"X18" CONCRETE
VERTICAL CURB.
MATCHLINE - CUMMINGS STREET -
STA 3+85 SHEET 1.8
THOMAS STREET
CUMMINGS
STREET
CUMMINGS
STREET
H
Y
D
BURCHFI
AVENUE
16+20
15+00
16+00
8" W
8" W
79
79
80
80
'B' INLET S-1
GR: 77.94
INV.(OUT): 75.80 (P-1)
'B' INLET S-2
GR: 78.00
INV.(IN): 75.60 (P-1)
INV.(OUT): 75.60 (P-2)
40 L.F. 15" RCP
(CLASS V) @ 0.50%
(P-1)
'B' INLET S-3
GR: 78.00
INV.(IN): 75.49 (P-2)
INV.(OUT): 75.49 (P-3)
23 L.F. 15" RCP
(CLASS V) @ 0.50%
(P-2)
'B' INLET S-4
GR: 77.97
INV.(IN): 75.31 (P-3)
INV.(OUT): 75.31 (P-4)
36 L.F. 15" RCP
(CLASS V) @ 0.50%
(P-3)
25 L.F. 15" RCP
(CLASS V) @ 0.50%
(P-4)
'B' INLET S-7
GR: 77.60
INV.(OUT): 75.28 (P-6)
10 L.F. 15" RCP
(CLASS V) @ 1.96%
(P-5)
8+93
4+00
5+00
6+00
7+00
8+00
79
79
79
79
78
81
81
LOM/LOP
80
80
78
79
LOM/LOP
82
81
'B' INLET S-5
GR: 77.66
INV.(IN): 75.19 (P-4)
INV.(OUT): 75.19 (P-5)
D
MANHOLE, 4' DIAMETER S-6
RIM: 77.93
INV.(IN): 74.99 (P-5)
INV.(IN): 74.99 (P-6)
INV.(OUT): 74.75 (P-7)
80
80
78
30 L.F. 15" RCP
(CLASS V) @ 0.97%
(P-6)
18'
18'
36'
14+40
3+85
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
24" W
24" W
2 - 4"Y (TYP.)
24" W
2 - 4"Y (TYP.)
2 - 4"Y
(TYP.)
150 L.F. 15" RCP
(CLASS V) @ 1.54%
(P-7)
18'
18'
18'
81
82
82
CUMMINGS STREET
ALIGNMENT
STA.=5+15.03
ELEV. = 78.37
THOMAS STREET
ALIGNMENT
STA. : 15+48.29
ELEV. = 78.37
79
BC 78.50
TC 79.00
BC 80.01
TC 80.51
TC 79.00
TC 80.51
BC 78.50
BC 80.01
BC 78.56
BC 78.56
BC 78.54
TC 79.04
TC 79.06
TC 79.06
BC 78.54
TC 79.04
BC 79.83
TC 80.33
BC 79.83
TC 80.33
BC 80.94
TC 81.44
BC 80.94
TC 81.44
BELGIAN BLOCK CURB
BELGIAN
BLOCK CURB
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
EXISTING BELGIAN BLOCK
CURB TO REMAIN AND TO
BE PROTECTED DURING
CONSTRUCTION
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
FLUSH CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS (TYP.)
RESET MANHOLE, SANITARY
SEWER, USING EXISTING CASTING
RIM: 78.36
INLET FILTER (TYP.)
12"W
(TYP.)
12"W
(TYP.)
12"W
(TYP.)
9" X 18-22" CONCRETE
HEADER CURB
9" X 18-22" CONCRETE
HEADER CURB
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - SEE CROSS-SECTIONS AND FULL DEPTH
RECONSTRUCTION PLANS)
9" X 18-22" CONCRETE
HEADER CURB
DEPRESSED CONCRETE
CURB, 2" REVEAL (TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
HOT MIX ASPHALT
DRIVEWAY,
2" THICK (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
STUMP REMOVAL
TREE REMOVAL,
OVER 30" TO
36" DIAMETER
CURB RAMP (TYPE 6) - CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION. REFER TO
CURB RAMP GRADING PLAN (TYP. OF 2)
CURB RAMP (TYPE 6) - CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION. REFER TO
CURB RAMP GRADING PLAN (TYP. OF 4)
BRACE EXISTING UTILITY POLE IN ACCORDANCE
WITH ALL APPLICABLE FEDERAL, STATE AND
UTILITY COMPANY REQUIREMENTS (TYP.)
DETECTABLE
WARNING SURFACE
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
RELOCATE EXISTING
STOP SIGN
6'
6'
6'
6'
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
DEPRESSED CONCRETE
CURB, 2" REVEAL (TYP.)
PROTECTIVE STEEL PLATE
OVER EXISTING GAS MAIN,
IF/WHERE DIRECTED (SEE
PROTECTIVE STEEL PLATE
NOTE)
DETECTABLE WARNING
SURFACE (TYP.)
BRACE EXISTING UTILITY POLE IN ACCORDANCE
WITH ALL APPLICABLE FEDERAL, STATE AND
UTILITY COMPANY REQUIREMENTS (TYP.)
TEMPORARY TREE
PROTECTION (TYP.)
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING,
STRAW MULCHING (TYP.)
INSTALL: R1-1
6'
12"W (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
FLUSH CURB (TYP.)
EXISTING CONCRETE CHANNELS
AND METAL COVERS TO BE
REMOVED AND PROPERLY
DISPOSED OFF (TYP.)
LIMIT OF DISTURBANCE (TYP.),
SEE NOTE 4 BELOW
78
78
±20'
PROFILE OF CUMMINGS STREET ALIGNMENT
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
70
75
80
85
70
75
80
85
3+85
78.63
78.60
4+00
78.82
78.80
79.20
79.02
5+00
78.88
77.92
78.95
78.10
6+00
80.12
80.01
80.76
80.74
7+00
81.24
81.17
81.65
81.61
8+00
82.03
82.05
82.48
82.49
8+93.33
81.89
2.71%
3.00%
4.26%
1.75%
1.75%
4.26%
0.88%
GBS: 5+34.89
GBE: 77.84
GBS: 5+15.03
GBE: 78.37
GBS: 4+73.65
GBE: 78.15
GBS: 4+95.13
GBE: 77.78
GBS: 5+53.98
GBE: 78.17
GBS: 8+61.37
GBE: 82.59
HIGH POINT ELEV = 79.19
HIGH POINT STA = 4+34.34
PVI STA: 4+44.65
PVI ELEV: 79.39
K: 7.00
LVC: 39.10
BVCS: 4+25.10
BVCE: 79.13
EVCS: 4+64.20
EVCE: 78.56
HP ELEV
79.19
HIGH POINT ELEV = 80.55
HIGH POINT STA = 6+28.24
PVI STA: 6+04.96
PVI ELEV: 80.34
K: 13.75
LVC: 46.57
BVCS: 5+81.67
BVCE: 79.35
EVCS: 6+28.24
EVCE: 80.55
CENTERLINE THOMAS STREET
STA. 15+48.29
CENTERLINE
BURCHFIELD AVE.
STA. 8+77.30
PROPOSED
CENTERLINE PROFILE
1.32%
PROTECTIVE STEEL PLATE OVER EXISTING GAS
LINE, IF/WHERE, REFER TO STEEL PLATE NOTE
HATCH LEGEND
CONCRETE SIDEWALK, 4" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING,
STRAW MULCHING
LIMIT OF DISTURBANCE
LINETYPE LEGEND
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.8-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(CUMMINGS STREET)
1.8
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
20
20
40
SCALE : 1" = 20'
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
MATCHLINE - CUMMINGS STREET -
STA 3+85 SHEET 1.7
MATCHLINE - THOMAS STREET -
STA 14+40 SHEET 1.9
STEEL PLATE NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIGGING TEST PITS WHERE
INDICATED ON THE FULL DEPTH RECONSTRUCTION PLANS - SEE SHEET 1.14. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DEPTHS OF THE
EXISTING GAS MAIN AND PROVIDING THE INFORMATION TO THE ENGINEER AS
DETAILED IN THE SPECIFICATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
INSTALLING STEEL PLATES OVER THE EXISTING GAS MAIN IF THE PROPOSED COVER
OF THE GAS MAINS IS LESS THAN 24” AFTER THE PROPOSED GRADING
MODIFICATIONS. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR INSTALLING
STEEL PLATES ALONG SECTIONS OF THE GAS MAIN THAT HAVE A REVEAL OF 24” OR
GREATER.
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON
INFORMATION FROM THE SURVEY ENTITLED, "RIGHT-OF-WAY AND
TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS STREETS" FOR
TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING &
DESIGN, DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT
PAVEMENT
REPAIR
AREAS
AS
DEPICTED
ON
FULL
DEPTH
RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS) AND
RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS
CONSISTING OF REPLACEMENT OF ADA CURB RAMPS, DRIVEWAYS
AND GRASS RESTORATION.
5.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE
9"X18" CONCRETE VERTICAL CURB.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
THOMAS STREET
SOUTH AVENUE EAST
H
Y
D
11+00
12+00
13+00
14+00
150 L.F. 15" RCP
(CLASS V) @ 1.54%
(P-7)
14+40
24 L.F. 15" RCP
(CLASS V) @ 2.67%
(P-10)
'B' INLET S-8
GR: 72.72
INV.(IN): 69.96 (P-9)
INV.(OUT): 69.96 (P-10)
LOM/LOP
24" W
8" W
2 - 4"Y (TYP.)
8" W
±20'
±40'
74
D
MH S-13
RIM: 75.98
INV.(IN): 72.45 (P-7)
INV.(OUT): 72.45 (P-8)
MH S-14
RIM: 73.02
INV.(IN): 70.15 (P-8)
INV.(OUT): 70.15 (P-9)
±20'
8 L.F. 15" RCP @
2.30% (P-9)
196 L.F. 15" RCP @
1.17% (P-8)
9" X 18"
CONCRETE
VERTICAL
CURB (TYP.)
FLUSH CURB
(TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
BICYCLE SAFE GRATE
(TYP.)
INLET FILTER (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
BRACE EXISTING UTILITY POLE IN
ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND UTILITY
COMPANY REQUIREMENTS (TYP.)
9" X 18-22"
CONCRETE
HEADER CURB
TOPSOIL SPREADING, 6" THICK,
FERTILIZING AND SEEDING,
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.), SEE
NOTE 4 BELOW
CONCRETE SIDEWALK,
4" THICK (TYP.)
CURB RAMP (TYPE 6) - CONTRACTOR TO
COORDINATE WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION. REFER TO
CURB RAMP GRADING PLAN (TYP. OF 2)
MEET EXISTING SIDEWALK
(TYP.)
DETECTABLE
WARNING
SURFACE (TYP.)
CORE DRILL TO EXISTING 'B' INLET.
PROVIDE WATERTIGHT
CONNECTION AS PER ASTM C-923
INV.(IN) 69.31(P-8)
6'
12"W
(TYP.)
72
9" X 18-22"
CONCRETE
HEADER CURB
(TYP.)
75
D
HATCH LEGEND
CONCRETE SIDEWALK, 4" THICK
ASPHALT ROAD RECONSTRUCTED VIA MILL AND PAVE,
ASPHALT OVERLAY OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED - TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
RESTORATION USING TOPSOILING, 6" THICK
FERTILIZING AND SEEDING,
STRAW MULCHING
LIMIT OF DISTURBANCE
LINETYPE LEGEND
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.9-DIMS By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(THOMAS STREET)
1.9
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
THIS PLAN SERVES AS THE SOIL EROSION & SEDIMENT CONTROL PLAN
MATCHLINE - THOMAS STREET - STA
14+40 SHEET 1.8
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
4.
LIMIT OF DISTURBANCE AREAS REPRESENT FULL DEPTH ASPHALT PAVEMENT REPAIR AREAS
AS DEPICTED ON FULL DEPTH RECONSTRUCTION PLANS (INSIDE THE ROADWAY LIMITS)
AND RESTORATION OF THE AREAS OUTSIDE THE ROADWAY LIMITS CONSISTING OF
REPLACEMENT OF ADA CURB RAMPS, DRIVEWAYS AND GRASS RESTORATION.
5.
ALL FLUSH CURB CONSTRUCTED AT ADA CURB RAMPS SHALL BE 9"X18" CONCRETE
VERTICAL CURB.
HILLSIDE AVENUE
H
Y
D
H
Y
D
COLLINS STREET
HILLSIDE AVENUE
100+00
101+00
102+00
103+00
104+00
105+00
106+00
106+57
9" X 18 CONCRETE
VERTICAL CURB
9" X 18 CONCRETE
VERTICAL CURB
9" X 18 CONCRETE
VERTICAL CURB
9" X 18 CONCRETE
VERTICAL CURB
9" X 18 CONCRETE
VERTICAL CURB
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK CURB
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK
CURB
9" X 18 CONCRETE
VERTICAL CURB
BELGIAN BLOCK
CURB
FLUSH CURB (TYP.)
FLUSH CURB (TYP.)
LEGEND
FULL DEPTH HOT MIX ASPHALT
PAVEMENT REPAIR, HMA
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.10-FDRP By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(HILLSIDE AVENUE)
1.10
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND
UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THIS PLAN
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION
PLANS MAY REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION
AREAS WILL ULTIMATELY BE DETERMINED DURING CONSTRUCTION.
4.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION PLANS BUT WITHIN THE
ROADWAY LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED.
5.
ALL FLUSH CURB SHALL BE 9"X18" CONCRETE VERTICAL CURB.
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT PAVEMENT
REPAIR AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
MATCHLINE - HILLSIDE AVENUE -
STA 106+57 SHEET 1.11
H
Y
D
HILLSIDE AVENUE
107+00
108+00
109+00
110+00
111+00
112+00
112+57
106+57
112+57
9" X 18 CONCRETE
VERTICAL CURB
FLUSH CURB (TYP.)
BELGIAN BLOCK
CURB
BELGIAN BLOCK
CURB
9" X 18 CONCRETE
VERTICAL CURB
LEGEND
FULL DEPTH HOT MIX ASPHALT
PAVEMENT REPAIR, HMA
HILLSIDE AVENUE
CENTENNIAL AVENUE
(COUNTY ROAD 615)
118+47
113+00
114+00
115+00
116+00
117+00
118+00
112+57
112+57
9" X 18 CONCRETE
VERTICAL CURB
FLUSH CURB (TYP.)
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.11-FDRP By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(HILLSIDE AVENUE)
1.11
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND
UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THIS PLAN
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
3.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION
PLANS MAY REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION
AREAS WILL ULTIMATELY BE DETERMINED DURING CONSTRUCTION.
4.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION PLANS BUT WITHIN THE
ROADWAY LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED.
5.
ALL FLUSH CURB SHALL BE 9"X18" CONCRETE VERTICAL CURB.
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT PAVEMENT REPAIR
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
MATCHLINE - HILLSIDE AVENUE -
STA 106+57 SHEET 1.10
MATCHLINE - HILLSIDE AVENUE -
STA 112+57 THIS SHEET
MATCHLINE - HILLSIDE AVENUE -
STA 112+57 THIS SHEET
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT PAVEMENT REPAIR
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
CENTENNIAL AVENUE
CUMMINGS STREET
H
Y
D
1+00
2+00
3+00
3+85
DEPRESSED CONCRETE
CURB, 2" REVEAL (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
9" X 18-22" CONCRETE
HEADER CURB
LEGEND
FULL DEPTH HOT MIX ASPHALT
PAVEMENT REPAIR, HMA
TEST PIT OVER EXISTING UTILITY LINE
THOMAS STREET
CUMMINGS
STREET
CUMMINGS
STREET
H
Y
D
BURCHFIE
AVENUE
16+20
15+00
16+00
8+93
4+00
5+00
6+00
7+00
8+00
14+40
3+85
CUMMINGS STREET
ALIGNMENT
STA.=5+15.03
ELEV. = 78.37
THOMAS STREET
ALIGNMENT
BELGIAN BLOCK CURB
BELGIAN
BLOCK CURB
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
EXISTING BELGIAN BLOCK
CURB TO REMAIN AND TO
BE PROTECTED DURING
CONSTRUCTION
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
9" X 18" CONCRETE
VERTICAL CURB
(6" REVEAL, TYP.)
FLUSH CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.12-FDRP By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(CUMMINGS STREET)
1.12
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
4.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION
PLANS MAY REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION
AREAS WILL ULTIMATELY BE DETERMINED DURING CONSTRUCTION.
5.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION PLANS BUT WITHIN THE
ROADWAY LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED
OR OVERLAYED WITH ASPHALT SURFACE COURSE.
6.
ALL FLUSH CURB SHALL BE 9"X18" CONCRETE VERTICAL CURB.
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT PAVEMENT
REPAIR AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE - CUMMINGS STREET -
STA 3+85 THIS SHEET
MATCHLINE - CUMMINGS STREET -
STA 3+85 THIS SHEET
MATCHLINE - THOMAS STREET - STA 14+40 SHEET 1.13
TEST PIT OVER EXISTING
UTILITY LINE (TYP.)
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT
PAVEMENT REPAIR AREAS (TO BE FIELD VERIFIED BY THE
ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
THOMAS STREET
SOUTH AVENUE EAST
H
Y
D
11+00
12+00
13+00
14+00
14+40
9" X 18"
CONCRETE
VERTICAL
CURB (TYP.)
FLUSH CURB
(TYP.)
9" X 18-22"
CONCRETE
HEADER CURB
(TYP.)
LEGEND
FULL DEPTH HOT MIX ASPHALT
PAVEMENT REPAIR, HMA
TEST PIT OVER EXISTING UTILITY LINE
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.13-FDRP By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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 PLAN
(THOMAS STREET)
1.13
N
S
E
W
NORTH
NOTES:
1.
REFER TO SHEET 1.1 FOR GENERAL NOTES, QUANTITIES AND LEGEND.
2.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN ARE BASED ON INFORMATION FROM THE
SURVEY ENTITLED, "RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY FOR THOMAS & CUMMINGS
STREETS" FOR TOWNSHIP OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN,
DATED 08/19/24, LAST REVISED 10/09/24.
3.
REFER TO SHEET 1.2 FOR BENCHMARK DATA TABLE.
4.
AREAS WITHIN PROJECT LIMITS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION
PLANS MAY REQUIRE FULL DEPTH PAVEMENT REPAIR. ALL FULL DEPTH RECONSTRUCTION
AREAS WILL ULTIMATELY BE DETERMINED DURING CONSTRUCTION.
5.
AREAS NOT DEPICTED ON THESE FULL DEPTH RECONSTRUCTION PLANS BUT WITHIN THE
ROADWAY LIMITS AS DEPICTED ON THE DIMENSION PLANS SHALL BE MILLED AND PAVED
OR OVERLAYED WITH ASPHALT SURFACE COURSE.
6.
ALL FLUSH CURB SHALL BE 9"X18" CONCRETE VERTICAL CURB.
20
20
40
SCALE : 1" = 20'
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
TEST PIT OVER EXISTING
UTILITY LINE (TYP.)
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT
PAVEMENT REPAIR AREAS (TO BE FIELD VERIFIED BY THE
ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
MATCHLINE - THOMAS STREET - STA 14+40 SHEET 1.12
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
40
-40
EXIST.ELEV.
TYPICAL CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
67' 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 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.
36' ROADWAY WIDTH (REFER TO PLAN VIEW)
TDC:XX.XX
TC:XX.XX
X.XX%
X.XX%
X.XX%
X.XX%
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
6" (FULL HEIGHT CURB)
TACK COAT (TYP.)
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
-2.58%
-3.47%
-2.58%
-3.47%
TC: 75.37
TC: 75.24
75.34
67' RIGHT-OF-WAY WIDTH
4.05%
11.26%
1.00%
BC: 74.87
BC: 74.74
REFER TO CURB RAMP GRADING
PLANS FOR MORE DETAILS
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
76.16
67' RIGHT-OF-WAY WIDTH
BC: 75.52
BC: 75.53
-3.50%
-3.50%
-3.50%
-3.50%
TC: 76.02
TC: 76.03
15.28%
10.62%
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 2+35
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 76.16
TC: 76.49
8.14%
14.94%
76.64
67' RIGHT-OF-WAY WIDTH
BC: 75.99
BC: 75.99
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
70
75
80
70
75
80
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 76.69
TC: 76.36
13.54%
10.35%
76.84
67' RIGHT-OF-WAY WIDTH
BC: 76.19
BC: 76.19
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 77.35
TC: 77.35
10.80%
9.80%
77.52
67' RIGHT-OF-WAY WIDTH
BC: 76.85
BC: 76.85
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 3+30
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 77.42
TC: 77.75
10.82%
12.21%
77.94
67' RIGHT-OF-WAY WIDTH
BC: 77.25
BC: 77.25
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 3+70
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 77.94
TC: 78.27
12.50%
11.11%
78.45
67' RIGHT-OF-WAY WIDTH
BC: 77.77
BC: 77.77
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.50%
-3.50%
-3.50%
-3.50%
TC: 78.67
TC: 78.67
6.38%
6.28%
78.82
67' RIGHT-OF-WAY WIDTH
BC: 78.17
BC: 78.17
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.14-SCTN By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
ROAD CROSS SECTIONS
(CUMMINGS STREET)
1.14
SCALE : 1" = 10'
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
10
10
20
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
40
-40
EXIST.ELEV.
TYPICAL CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
67' 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 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.
36' ROADWAY WIDTH (REFER TO PLAN VIEW)
TDC:XX.XX
TC:XX.XX
X.XX%
X.XX%
X.XX%
X.XX%
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
6" (FULL HEIGHT CURB)
TACK COAT (TYP.)
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.35%
-3.35%
3.57%
3.57%
79.20
67' RIGHT-OF-WAY WIDTH
TC: 78.87
5.70%
TC: 78.91
9.00%
BC: 78.37
BC: 78.41
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 4+75
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-0.17%
-0.17%
0.96%
0.96%
79.05
67' RIGHT-OF-WAY WIDTH
1.14%
2.41%
3.45%
TC: 78.60
TC: 79.36
TC: 78.45
TC: 79.34
31.79%
1.00%
22.00%
BC: 77.95
BC: 78.10
BC: 78.68
BC: 78.86
REFER TO CURB RAMP
GRADING PLANS FOR
MORE DETAILS
REFER TO CURB RAMP
GRADING PLANS FOR
MORE DETAILS
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
0
-10
-20
-30
-40
78.95
0.54%
0.77%
0.55%
1.50%
TC: 78.45
TC: 79.36
TC: 78.49
35.27%
15.50%
7.50%
1.19%
BC: 77.95
BC: 78.53
BC: 77.99
-0.61%
-0.61%
-0.82%
-0.82%
67' RIGHT-OF-WAY WIDTH
REFER TO CURB RAMP GRADING
PLANS FOR MORE DETAILS
REFER TO CURB RAMP
GRADING PLANS FOR
MORE DETAILS
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
3.48%
3.48%
3.51%
3.51%
80.12
67' RIGHT-OF-WAY WIDTH
10.90%
7.07%
TC: 79.88
TC: 79.88
BC: 79.38
BC: 79.38
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.00%
-3.00%
-3.00%
-3.00%
TC: 80.37
TC: 80.70
1.52%
8.66%
80.76
67' RIGHT-OF-WAY WIDTH
BC: 80.20
BC: 80.20
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 5+15.03
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
50
60
70
0
-10
-20
-30
-40
-50
-60
-70
78.81
1.32%
0.50%
0.74%
CENTERLINE OF
CUMMINGS STREET
STA: 78.37
67' RIGHT-OF-WAY WIDTH
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.15-SCTN By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
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.
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.
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.
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.
.
.
___________________________
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
ROAD CROSS SECTIONS
(CUMMINGS STREET)
1.15
SCALE : 1" = 10'
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
10
10
20
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
40
-40
EXIST.ELEV.
TYPICAL CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
67' 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 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.
36' ROADWAY WIDTH (REFER TO PLAN VIEW)
TDC:XX.XX
TC:XX.XX
X.XX%
X.XX%
X.XX%
X.XX%
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED
AGGREGATE BASE
COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
6" (FULL HEIGHT CURB)
TACK COAT (TYP.)
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 6+95
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.00%
-3.00%
-3.00%
-3.00%
TC: 81.09
TC: 80.76
5.85%
6.52%
81.19
67' RIGHT-OF-WAY WIDTH
BC: 80.59
BC: 80.59
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 7+20
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-3.00%
-3.00%
-3.00%
-3.00%
TC: 81.31
TC: 80.98
6.47%
6.78%
81.41
67' RIGHT-OF-WAY WIDTH
BC: 80.81
BC: 80.81
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
75
80
85
75
80
85
0
10
20
30
40
0
-10
-20
-30
-40
-2.48%
-3.03%
-2.48%
-3.03%
TC: 81.57
4.42%
81.65
67' RIGHT-OF-WAY WIDTH
11.37%
BC: 81.14
BC: 81.07
TC: 81.64
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
0
-10
-20
-30
-40
-1.93%
-3.13%
-1.93%
-3.13%
TC: 81.99
6.99%
82.03
67' RIGHT-OF-WAY WIDTH
BC: 81.49
EXISTING BELGIAN BLOCK
CURB TO REMAIN
CROSS SECTION OF CUMMINGS STREET ALIGNMENT
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
80
85
90
80
85
90
0
10
20
30
40
0
-10
-20
-30
-40
-1.25%
-3.23%
-1.25%
-3.23%
82.48
67' RIGHT-OF-WAY WIDTH
1.25% 0.60%
1.50%
1.00%
7.32%
3.19%
TC: 82.74
TC: 82.29
BC: 82.24
BC: 81.91
REFER TO CURB RAMP
GRADING PLANS FOR
MORE DETAILS
REFER TO CURB RAMP
GRADING PLANS FOR
MORE DETAILS
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.16-SCTN By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
ROAD CROSS SECTIONS
(CUMMINGS STREET)
1.16
SCALE : 1" = 10'
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
10
10
20
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
CUMMINGS STREET
BURCHFIELD AVENUE
G 82.93 (M.E.)
G 82.77 (M.E.)
G 82.85
G 82.80
G 82.67
G 82.63
G 82.61
G 82.94 (M.E.)
G 82.84 (M.E.)
G 82.61
G 82.31
TC 82.30
TC 82.56 (M.E.)
TC 82.33
BC 82.30
BC 82.16 (M.E.)
BC 82.33
TC 82.58
BC 82.35 (M.E.)
TC 82.57
BC 82.34
G 82.50
G 82.56
G 82.54
G 82.50
G 82.48
G 82.48
G 81.93
G 82.53
G 82.47
G 82.67 (M.E.)
G 82.47 (M.E.)
G 82.74 (M.E.)
G 82.50 (M.E.)
TC 81.92
TC 82.41
TC 82.47
TC 81.95
TC 82.54
TC 82.48
TC 82.46
BC 81.90
BC 81.92
BC 81.95
BC 81.99
BC 82.04(H.P.)
BC 82.01
BC 81.96 (M.E.)
TC 82.33
BC 82.29
BC 82.29 (M.E.)
TC 82.44 (M.E.)
G 82.56 (M.E.)
G 82.36
G 82.65 (M.E.)
G 82.26 (M.E.)
G 82.31 (M.E.)
G 82.36
G 82.40
G 82.44
G 82.53 (M.E.)
G 82.49 (M.E.)
82
82
82
G 82.81
G 82.87
4'
8'
4'
4'
4'
4'
4'
6.8'
3.8'
4'
4'
4'
83
4'
4'
8'
4'
4'
4'
2.8'
4'
THOMAS STREET
SOUTH AVENUE
EAST
H
Y
D
G 71.92
G 71.96
G 71.90
G 72.14 (M.E.)
G 72.07 (M.E.)
BC 71.86
BC 71.34
TC 71.40
G 71.86
G 71.75
G 71.68 (M.E.)
TC 71.32
BC 71.32
BC 71.40
TC 71.83
BC 71.56
TC 71.87 (M.E.)
BC 71.39 (M.E.)
TC 71.88 (M.E.)
TC 71.84
BC 71.64(H.P.)
G 71.44 (M.E.)
G 71.48 (M.E.)
BC 71.18 (M.E.)
G 73.81 (M.E.)
BC 73.90 (M.E.)
G 73.55
G 73.50
G 73.25
G 73.64
G 73.54
G 74.12
G 74.25 (M.E.)
G 73.78
BC 73.71
BC 73.58
BC 73.83
TC 73.90
TC 74.37
TC 74.24
TC 74.88
TC 74.36
TC 74.07
BC 74.22
BC 74.36 (M.E.)
TC 73.19
TC 73.21
TC 73.46
TC 73.26
BC 73.21(H.P.)
BC 73.19
BC 73.13
BC 73.19
TC 73.27 (M.E.)
BC 72.98 (M.E.)
74
TC 71.86
TC 71.84
TC 71.82
72
75
D
5.2'
4'
4'
6.9'
3.6'
3.9'
2.9'
4'
4'
4.5'
21.4'
11.8'
4'
7.8'
4'
6.2'
'B' INLET S-8
GR: 72.72
MANHOLE,
4' DIAMETER S-14
GR: 73.02
CENTENNIAL AVENUE
CUMMINGS STREET
75
75
76
G 76.01 (M.E.)
G 76.00 (M.E.)
G 75.85
G 75.89
BC 74.85
G 75.67 (M.E.)
G 75.63 (M.E.)
G 75.63
G 75.59
G 74.75 (M.E.)
G 74.65 (M.E.)
G 74.71
G 74.94 (M.E.)
G 74.94
CONTRACTOR TO RECONSTRUCT
SECTION OF CURB RAMP AS SHOWN -
COORDINATE WITH ENGINEER PRIOR
TO LAYOUT AND CONSTRUCTION
76
75
12'
4.1'
BC 74.81 (M.E.)
G 75.27 (M.E.)
BC 75.29 (M.E.)
G 74.91 (M.E.)
BC 74.92
TC 74.86 (M.E.)
TC 74.83
TC 74.85
TC 75.29 (M.E.)
G 74.92
BC 74.96
BC 74.91
BC 75.50
TC 75.73 (M.E.)
TC 75.66 (M.E.)
TC 75.56 (M.E.)
BC 74.83
BC 74.99
TC 75.49 (M.E.)
G 74.96
13.5'
3.9'
75
76
4'
5.1'
4.6'
4'
4'
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.17-GRAD By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
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
CURB RAMP GRADING PLANS
1.17
SCALE : 1" = 10'
10
10
20
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8.33%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF
THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY RAMP.
CUMMINGS STREET & BURCHFIELD AVENUE
CUMMINGS STREET & CENTENNIAL AVENUE
N
S
E
W
NORTH
N
S
E
W
NORTH
THOMAS STREET & SOUTH AVENUE EAST
THOMAS STREET
CUMMINGS STREET
H
Y
D
BC 77.55 (M.E.)
BC 77.89 (L.P.)
BC 77.90
BC 77.92
TC 78.03
BC 78.03
BC 77.98
BC 77.96
BC 78.05
BC 77.88 (L.P.)
BC 77.89
BC 77.90
BC 77.92
BC 77.93
BC 77.91
BC 77.89
BC 77.84
BC 77.82
BC 77.73
BC 77.70
BC 77.65
BC 77.63
BC 77.55 (M.E.)
BC 77.79
BC 77.76
BC 77.69
BC 77.84
BC 77.92
BC 77.94
BC 77.98
BC 77.97
BC 77.93
BC 77.96
BC 77.98
BC 78.17 (M.E.)
BC 78.11 (M.E.)
TC 78.55
TC 77.98
TC 78.20
TC 78.16
TC 78.17
TC 77.90
TC 77.92
TC 78.44
TC 78.48
TC 77.96
TC 77.92
BC 77.92
TC 78.21
TC 78.21
TC 78.19
TC 77.93
TC 77.97
TC 78.48
TC 78.44
TC 77.92
TC 77.87
BC 77.87
TC 78.13
TC 78.08
TC 77.76
TC 77.71
TC 78.19
TC 77.75 (M.E.)
TC 78.13
TC 77.85 (M.E.)
TC 77.65
TC 77.70
TC 78.21
TC 78.21
TC 77.84
TC 77.89
TC 78.41
G 78.24
G 78.20
G 78.24
G 77.66
G 79.10 (M.E.)
BC 79.24 (M.E.)
G 79.12
G 79.06 (M.E.)
G 79.08
G 78.20
G 78.21
G 78.24
G 77.93
G 77.73
G 79.74
G 79.85 (M.E.)
G 79.30
G 79.36 (M.E.)
G 80.03 (M.E.)
G 79.95 (M.E.)
G 79.78
G 78.38
G 78.43
G 78.39
G 78.38
G 79.56
G 79.62
G 79.69 (M.E.)
G 79.58 (M.E.)
G 79.34 (M.E.)
G 79.26
G 77.95
G 78.46
G 78.41
G 78.46
G 79.27
G 79.40 (M.E.)
BC 79.18
TC 79.68
TC 79.24
79
G 78.24
BC 78.28
TC 78.95
BC 78.26
TC 78.92
BC 79.31 (M.E.)
TC 79.31
BC 79.14
TC 79.64
BC 79.00
G 79.36
BC 78.26
TC 79.09
BC 79.78
TC 79.78
G 79.97 (M.E.)
G 79.84
G 77.98
79
80
80
G 79.38 (M.E.)
BC 79.29
TC 79.29
BC 78.49
TC 78.99
BC 79.33
TC 79.64 (M.E.)
BC 79.49
79
79
78
BC 77.97
TC 78.35 (M.E.)
TC 79.49
80
TC 78.42 (M.E.)
BC 78.04
80
78
79
D
G 79.18 (M.E.)
TC 79.00
80
80
78
BC 77.71
G 77.86
G 77.73
G 77.79
G 77.90
G 77.84
G 77.78
G 78.32
79
'B' INLET S-5
GR: 77.66
'B' INLET S-7
GR: 77.60
'B' INLET S-1
GR: 77.94
'B' INLET S-2
GR: 78.00
MANHOLE,
4' DIAMETER S-6
GR: 77.93
78
78
12'
4'
4'
12.6'
7.2'
4'
5.1'
4'
6.6'
11'
12'
4'
4'
4'
5.8'
6.8'
5.1'
4'
2'
4'
15'
4'
15'
4.7'
5.5'
4'
4'
4'
5.1'
5.5'
5.8'
4'
4'
15'
4'
15'
4'
4'
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
Engineering
& Design
Architecture, Landscape
Architecture, Surveying, CT P.C.
Engineering
& Design,
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 © 2025. 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\CDT0098\Engineering\Site Plans\C-LAYT.dwg\1.18-GRAD By: MBEKKELMAN
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:
www.colliersengineering.com
C O N S U L T I N G
ENGINEERS + SURVEYING
CONSTRUCTION PLANS
NJDOT FY2024 -
CUMMINGS STREET,
THOMAS STREET AND
HILLSIDE AVENUE
ROADWAY
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
09/19/24
MIB
BAK
CDT0098
1
12/19/24
MIB
REVISED AS PER NJDOT COMMENTS
2
01/28/25
MIB
REVISED AS PER ADDITIONAL NJDOT COMMENTS
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___________________________
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
CURB RAMP GRADING PLANS
1.18
SCALE : 1" = 10'
10
10
20
0
Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m)
N
S
E
W
NORTH
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8.33%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF
THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY RAMP.
CUMMINGS STREET & THOMAS STREET
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Mar 19, 2026
Last Info Update
Apr 30, 2026
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