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2025 Road Program
BID #: CDT0116
ISSUED: 7/7/2025
OPENED: 12/8/2025
DUE: TBD
VALUE: TBD
100
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Risk Rank
Green Risk
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Executive Summary
This document outlines the construction plans for the Township of Cranford's 2025 Road Program. The project encompasses significant road improvements along Stoughton Avenue (from Lexington Avenue to Shadowlawn Way) and North Union Avenue (from Walnut Avenue to North Avenue). Key works include HMA milling, hot mix asphalt paving, installation and repair of concrete and Belgian block curbing, concrete sidewalks, driveway repairs, and accessible curb ramps designed to ADA standards.
The project also details extensive general notes covering materials (requiring American-made), workmanship, adherence to NJDOT Standard Specifications (2019, amended), traffic control measures, soil erosion and sediment control (including inlet filters and tree protection), and utility coordination. Contractors are responsible for obtaining permits, site examination, shop drawing approvals, and maintaining access for residents, businesses, and emergency services throughout the project.
The engineering plans were issued by Colliers Engineering & Design on July 7, 2025, with an estimated total project duration of 9 weeks for the construction sequence. The detailed plans emphasize adherence to various safety codes, utility mark-outs, and coordination with local authorities.
Web Content
2025 Road Program
Document Text
--- Document: 2025 Road Program Document ---
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
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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
1.08
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.)
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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\1.09-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
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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
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.
.
.
.
.
.
.
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.
.
.
.
.
.
.
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.
.
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.
.
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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
1.10
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.
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Contacts
Erik Hastrup
Department of Public Works
(***) ***-****
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Timeline
First Discovered
Apr 27, 2026
Last Info Update
Apr 30, 2026
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