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Construction Plans for 2022 Capital Road Improvements
BID #: 24GA27986500
ISSUED: 5/2/2022
OPENED: 12/8/2025
DUE: TBD
VALUE: TBD
100
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Executive Summary
This document contains the construction plans for the 2022 Capital Road Improvements project in the Township of Cranford, Union County, New Jersey. The project includes various road improvements such as milling and paving, curb and sidewalk replacements, and the installation of ADA-compliant curb ramps. Specific locations and details for the improvements are outlined in the plan sheets, including Pawnee Road, North Lehigh Avenue, Wall Street, Cranford Avenue, Albany Avenue, and others. The project also includes soil erosion and sediment control measures to be implemented during construction.
Web Content
C.O.A. #: 24GA27986500 N S EW N O RTH COVER 1 CONSTRUCTION PLANS FOR 2022 CAPITAL ROAD IMPROVEMENTS TOWNSHIP OF CRANFORD UNION COUNTY, NEW JERSEY INDEX OF SHEETS 1 COVER 2 GENERAL NOTES & QUANTITIES 3 - 10 DIMENSION PLANS 11 - 12 PAVING LIMITS MAPS 13 CURB RAMP GRADING PLAN 14 SOIL EROSION 11 MB
Document Text
--- Document: Construction Plans for 2022 Capital Road Improvements Document ---
SPRINGFIELD
NORTH AVENUE WEST
(NEW JERSEY STATE ROUTE NO. 28)
SPRINGFIELD
(COUNTY ROUTE NO. 615)
AVENUE
NORTH
AVENUE
(NEW JERSEY STATE ROUTE NO. 28)
SOUTH AVENUE EAST (COUNTY ROUTE NO. 610)
CENTENNIAL AVENUE (COUNTY ROUTE NO. 615)
WALNUT AVENUE
CENTENNIAL
AVENUE
(COUNTY ROUTE NO. 615)
(COUNTY ROUTE NO. 615)
AVENUE
EAST
(COUNTY ROUTE NO. 610)
(COUNTY ROUTE NO. 632)
AVENUE
WALNUT
KENILWORTH
(COUNTY ROUTE NO. 509)
BOULEVARD
UNION AVENUE
AVENUE
NORTH
UNION
(COUNTY ROUTE NO. 632)
RARITAN
ROAD
(COUNTY ROUTE NO. 607)
RARTIAN ROAD (COUNTY ROUTE NO. 607)
UNION
AVE.
NO.
COUNTY
PARK
DRIVE
NOMAHEGAN
COURT
NOMAHEGAN COURT
NOMAHEGAN ROAD
SHAWNEE ROAD
SENECA ROAD
PAWNEE ROAD
RUTGERS ROAD
PRINCETON ROAD
AMHERST RD
COLBY LANE
COLBY LANE
CORNELL ROAD
DARTMOUTH
ROAD
HARVARD ROAD
YALE
PENN
TERRACE
HARVARD
ROAD
BROWN TERRACE
MAKATOM DRIVE
INDIAN SPRING ROAD
BEECH STREET
GALLOWS HILL ROAD
COOLIDGE STREET
TERRACE
CANTERBURY PLACE
PLACE
MOSS
LANE
WAVERLY PLACE
ARNET PLACE
HILLSIDE PLACE
ORCHARD STREET
ORCHARD
ORCHARD
BEECH
STREET
PARK AVENUE
WOODS HOLE
ROAD
RAMSGATE
ROAD
TULIP STREET
WEST END PLACE
ROW
TORBUSH
STREET
SPRUCE STREET
TULIP STREET
WILLOW STREET
ROMORE PLACE
ROMORE PLACE
LAFAYETTE PLACE
DOERING WAY
BALMIERE
ROAD
BALMIERE
PARKWAY
TULIP STREET
BROOKSIDE
FOURTH AVENUE
CEDAR STREET
GALLOWS
HILL
ROAD
STREET
STREET
BROOKSIDE PLACE
SPRING
GARDEN STREET
GREAVES PLACE
ESTELLE PLACE
WEST
END
PLACE
CRESCENT
PLACE
NORMAN PLACE
PITTSFIELD
STREET
HAMPTON STREET
BERKELEY PLACE
HAMPTON STREET
HAMPTON
ROAD
WEST HOLLY STREET
MILN STREET
HOLLY
STREET
EASTMAN
STREET
CENTRAL
AVENUE
ALDEN STREET
VENETIA AVENUE
GLENWOOD
ROAD
EDGEWOOD
ROAD
BROOKDALE ROAD
BROOKDALE
PLACE
SUMMIT
AVENUE
KENSINGTON AVE.
RICHMOND AVENUE
BELMONT
AVENUE
WOOD
PLACE
HENLEY AVENUE
ELMORA AVENUE
RIVERSIDE
DRIVE
CLAREMONT PLACE
RIVERSIDE
DRIVE
FRANKLIN AVENUE
CLINTON STREET
NORMANDIE PLACE
ELMORA AVENUE
BARGOS PLACE
LASALLE AVENUE
GRAIG PLACE
DAY PLACE
RIVERSIDE
DRIVE
MAPLE
PLACE
ORANGE
AVENUE
ORANGE
AVENUE
HERNING
AVENUE
DUNHAM
BELMONT
STONE STREET
RIDGE STREET
OAK
LANE
MANOR AVENUE
COLUMBIA AVENUE
LOCUST DRIVE
BELMONT AVENUE
HAZEL STREET
WINDSOR PLACE
BIRCH STREET
POPLAR
WAY
HEMLOCK CIRCLE
HEMLOCK CIRCLE
DAVIS STREET
BIRCHWOOD
AVENUE
WADSWORTH
TERRACE
WATCHUNG AVENUE
CRANFORD AVENUE
RALEIGH AVENUE
PARKER AVENUE
MANOR AVENUE
CASINO
AVENUE
PROSPECT AVENUE
CLAREMONT
PLACE
FOREST AVENUE
SYLVESTER STREET
GARDEN STREET
HASKINS AVENUE
CRANFORD
AVENUE
MADISON AVENUE
HAMILTON
AVENUE
ARLINGTON
ROAD
ARLINGTON ROAD
JOHN STREET
PLACE
ELIZABETH
AVENUE
SCHERRER STREET
BLOOMINGDALE
AVENUE
CHERRYWOOD AVENUE
ROSELLE
AVENUE
ALBANY AVENUE
CAROL COURT
HASKINS AVENUE
SAILER STREET
ADAMS AVENUE
VAN BEUREN AVENUE
BELL PLACE
LAMBERT
STREET
PARKWAY
VILLAGE
(PRIVATE)
WADE AVENUE
SAILER STREET
RICHARD STREET
FISKE TERRACE
FISKE
OSBORNE PLACE
WOODSIDE AVENUE
VERONICA
AVENUE
CARPENTER PLACE
AVENUE
CASINO
TERRACE
PRIVATE
ROAD
WOODLAWN AVENUE
AVENUE
EAST
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
ROGER AVENUE
KEITH JEFFRIES AVENUE
CONNECTICUT STREET
MORSE STREET
BRAEMAR
CIRCLE
GEORGIA STREET
DENMAN ROAD
CAROLINA STREET
CAROLINA STREET
CULIN
DORCHESTER AVENUE
DELAWARE STREET
MARYLAND STREET
VIRGINIA STREET
MARSH
STREET
DENMAN
ROAD
DENMAN PLACE
GLEN
WILSHIRE DRIVE
PLACE
SHETLAND
DRIVE
CHESTER
LANG
PLACE
LENHOME
DRIVE
ABERDEEN COURT
LENHOME DRIVE NORTH
LENHOME
DRIVE
SOUTH
GREEN
BLAKE AVENUE
BLAKE
AVENUE
BALDWIN
COURT
BLUFF
STREET
ELM
HAWTHORN STREET
MANSION TERRACE
BROAD STREET
STRATFORD TERRACE
LAWN TERRACE
EDGEBROOK
LINCOLN PARK EAST
LINCOLN PARK EAST
CRANFORD
HALL
LINCOLN AVENUE
EAST
HALE STREET
HEINRICH STREET
WOODSIDE AVENUE
MOEN
QUINE STREET
STREET
WINANS AVENUE
HOLLYWOOD AVENUE
BURCHFIELD
AVENUE
THOMAS
STREET
STATE OF NEW JERSEY DEPARTMENT OF TRANSPORTATION
SEVERIN COURT
SEVERIN COURT
CRISTIANI STREET
BALTIMORE AVENUE
AMSTERDAM
AVENUE
JACKSON
DRIVE
LUDLOW AVENUE
DRIVE
MOEN AVENUE
COMMERCE
DRVIE
McKINLEY
COLEMAN
AVENUE
JACKSON DRIVE
ALAN OKELL
PLACE
ROGER
HAROLD JOHNSON
MOHAWK
DRIVE
MOHAWK
DRIVE
ODAGE DRIVE
OMAHA DRIVE
IROQUOIS
ROAD
ALGONQUIN
DRIVE
ONEIDA
PLACE
CHEROKEE
ROAD
IROQUOIS
PLACE
MOHICAN
PLACE
ORATON
DRIVE
LEXINGTON
AVENUE
Mac ARTHUR AVENUE
MITCHELL
PLACE
PERSHING AVENUE
COLIN KELLY
COURT
COLIN KELLY
STREET
COLIN KELLY STREET
HILLSIDE AVENUE
MENDELL AVENUE
CRANE
PARKWAY
COLLINS STREET
WALL STREET
CRANFORD TERRACE
ROSE
STREET
EDWARD PL
PHILLIPS
STREET
GARDEN PLACE
YARMOUTH ROAD
MUNSEE
DRIVE
ROAD
RAMAPO ROAD
RAMAPO
COURT
CAYUGA ROAD
CAYUGA
McCLELLAN STREET
MOEN
AVENUE
GRANT STREET
ARTHUR STREET
HAYES STREET
MYRTLE STREET
PARK TERRACE
MEEKER AVENUE
BRYANT AVENUE
BEHNERT
PLACE
FIFTH AVENUE
CHIPPEWA
WAY
CLARK STREET
LEWIS STREET
PLACE
PARK STREET
NEW JERSEY TRANSIT CORPORATION
(CENTRAL RAILROAD OF NEW JERSEY)
CONSOLIDATED
CORPORATION
(LEHIGH VALLEY RAILROAD)
PARK
DRIVE
PINEWOOD AVE
ALBANY AVE
VERONICA AVENUE
TUXEDO PLACE
CONNECTICUT STREET
RANKIN AVENUE
ROAD
RAMAPO ROAD
CHERRY STREET
WASHINGTON PLACE
STREET
HICKORY
COURT
MARTIN
AVENUE
HIGH STREET
LA CORTE
NORTON PLACE
MOHAWK
STREET
PLACE
ANN
STREET
FAIRFIELD AVENUE
NORTH AVENUE, RT 28
GARDEN
STATE
PARKWAY
GARDEN
STATE
PARKWAY
GARDEN STATE PARKWAY
ROD SMITH
PLACE
COMMERCE
SOUTH UNION AVENUE
HILLCREST AVENUE
BURNSIDE AVENUE
STOUGHTON AVENUE
LEXINGTON AVENUE
ROOSEVELT AVENUE
PRESTON AVENUE
BESLER AVENUE
JAMES AVENUE
NEW STREET
MARSH STREET
WILLIAMS STREET
LINCOLN AVENUE WEST
LIVINGSTON AVENUE
SOUTH AVENUE WEST
PACIFIC
AVENUE
AVENUE
ARBOR STREET
SUTTON PLACE
LENOX AVENUE
ORCHARD STREET
MORNINGSIDE PLACE
RETFORD AVENUE
LINDEN
PLACE
PAWNEE ROAD
(DEAD END TO
SPRINGFIELD AVENUE)
TOWNSHIP
OF
CRANFORD
GLENWOOD ROAD
(VENETIA AVENUE TO
HERNING AVENUE)
BROOKDALE ROAD
(GLENWOOD ROAD TO
EDGEWOOD ROAD)
SAILER STREET
(WADE AVENUE TO
DEAD END)
MYRTLE STREET
(BALTIMORE AVENUE TO
AMSTERDAM AVENUE)
ALBANY AVENUE
(CRANFORD AVENUE TO
BLOOMINGDALE AVENUE)
CRANFORD AVENUE
(WATCHUNG AVENUE TO
BIRCHWOOD AVENUE)
WATCHUNG AVENUE
(DEAD END TO
CRANFORD AVENUE)
EDGEBROOK PLACE
(NORTH LEHIGH AVENUE
TO ELM STREET)
NORTH LEHIGH AVENUE
(CENTENNIAL AVENUE TO
DEAD END)
WALL STREET
(CENTENNIAL AVENUE
TO MUNSEE DRIVE)
SAMOSET ROAD
(YARMOUTH ROAD TO
MUNSEE DRIVE)
YARMOUTH ROAD
(MUNSEE DRIVE TO
SAMOSET ROAD)
TOWNSHIP OF
SPRINGFIELD
BOROUGH OF
GARWOOD
BOROUGH OF
ROSELLE
CITY OF
LINDEN
CLARK
TOWNSHIP
WINFIELD
TOWNSHIP
TOWN OF
WESTFIELD
TOWN OF
WESTFIELD
BOROUGH OF
KENILWORTH
BOROUGH OF
ROSELLE PARK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0080\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
COVER
1
CONSTRUCTION PLANS
FOR
2022 CAPITAL ROAD IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY, NEW JERSEY
INDEX OF SHEETS
1
COVER
2
GENERAL NOTES & QUANTITIES
3 - 10
DIMENSION PLANS
11 - 12
PAVING LIMITS MAPS
13
CURB RAMP GRADING PLAN
14
SOIL EROSION & SEDIMENT CONTROL NOTES AND DETAILS
15 - 19
CONSTRUCTION DETAILS
20 - 23
NJDOT TRAFFIC CONTROL DETAILS
24 - 27
NJDOT CONSTRUCTION DETAILS
KATHLEEN MILLER PRUNTY, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
GINA BLACK, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
UTILITIES/AUTHORITIES
TOWNSHIP OF CRANFORD
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE EAST
CRANFORD, NJ 07016
PHONE:
(908) 709-7217
CONTACT: ERIK HASTRUP
CABLE SERVICE
COMCAST CABLEVISION OF NJ
800 RAHWAY AVENUE, UNION, NJ 07083
PHONE:
(908) 851-2258
CONTACT: GEORGE PALYCA
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE,
FLOOR G, BUILDING 4,
LIVINGSTON, NJ 07039
PHONE:
(973) 422-5156
CONTACT: DARREN CRAY
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION, NJ 07083
PHONE:
(908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD,
SOMERSET, NJ 08873
PHONE:
(732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE,
PLAINFIELD, NJ 07061
PHONE:
(908) 791-3456
CONTACT: MICHAEL F. BANGE
RAHWAY VALLEY SEWERAGE AUTHORITY
1050 EAST HAZELWOOD AVENUE,
RAHWAY, NJ 07065
PHONE:
(732) 388-0868
CONTACT: JOHN BUONOCORE
KEY MAP
SCALE: N.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0080\Engineering\Site Plans\C-CVER.dwg\C-2-NOTES By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES &
QUANTITIES
2
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THE DIMENSION PLANS WERE BASED ON PUBLICLY AVAILABLE IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL INFORMATION DEPICTED ON THE PLANS SHOULD BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2.
ALL RIGHT-OF-WAY LINES, PROPERTY LINES, AND EASEMENTS ARE APPROXIMATE AND BASED UPON TAX MAPS, PUBLICLY AVAILABLE DOCUMENTS AND PUBLICLY AVAILABLE GIS FOR UNION COUNTY.
3.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF MANSION TERRACE AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR
MANSION TERRACE" DATED 06/29/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
4.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF BROAD STREET AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR BROAD
STREET" DATED 06/25/20 FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
5.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF STRATFORD TERRACE AND NORTH LEHIGH AVENUE AND WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR
STRATFORD TERRACE" DATED 06/24/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
6.
EXISTING FEATURES SHOWN ON CURB RAMP GRADING PLAN FOR INTERSECTION OF LAWN TERRACE AND NORTH LEHIGH AVENUE WERE BASED ON INFORMATION FROM THE SURVEY ENTITLED "TOPOGRAPHIC SURVEY FOR LAWN
TERRACE" DATED 06/17/20, LATEST REV. 1, DATED 12/09/20, FOR THE TOWNSHIP OF CRANFORD, PREPARED BY MASER CONSULTING, INC.
7.
THE HORIZONTAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM RELATIVE
TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NAD 83.
8.
THE VERTICAL POSITION OF THE SURVEYS FOR MANSION TERRACE, BROAD STREET, STRATFORD TERRACE AND LAWN TERRACE IS BASED ON GPS OBSERVATIONS TIED TO THE KEYNET VIRTUAL REFERENCE STATION SYSTEM, ADJUSTED
AND RELATIVE TO THE NORTH AMERICAN DATUM (NAVD 88).
9.
ALL RIGHT-OF-WAY LINES AND LOT LINES ARE APPROXIMATE PER TAX MAPS OF THE TOWNSHIP OF CRANFORD, UNION COUNTY, NEW JERSEY.
10.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF
THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY
COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR SUPPLEMENTED BY THE
CONTRACT DOCUMENTS:
A. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B. N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C. “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D. CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F. CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR THE CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS PRIOR TO
ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESSES MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
12.
FLUSH CONCRETE CURB SHALL BE INSTALLED IN FRONT OF CURB RAMPS.
UTILITY NOTES:
1.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
2.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
3.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY
COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES.
4.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH IMPACTED
UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
5.
WATER VALVE BOXES & GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
6.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE SIDEWALK AND DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT WILL
BE MADE. COST TO BE INCLUDED IN VARIOUS PROPOSAL ITEMS.
7.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
8.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO MODIFICATION BY THE
LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL POLICE
DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY THE LOCAL
POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT WITH AT LEAST ONE (1)
WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS AS REQUIRED BY THE LOCAL POLICE DEPARTMENT. IF REQUIRED, TEMPORARY NO PARKING SIGNS MUST BE POSTED AT LEAST
FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND SECURED BY 5 PM
DAILY.
3.
ALL MOTORIZED EQUIPMENT USED IN CONSTRUCTION OR DEMOLITION ACTIVITIES SHALL BE OPERATED WITH A MUFFLER.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL
MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED AS REQUIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL BE IN WRITING
AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP METHODS AND MEANS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT
EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH DAY, UNLESS
OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO THE CONTRACTOR FOR DAMAGES TO EQUIPMENT OR
ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON THE PLANS, DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED IMPROVEMENTS
SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX ASPHALT TO PROVIDE
A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
3.
THE CONTRACTOR MUST ENSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
4.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
5.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER.
ACCESSIBLE CURB RAMP NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT FORMS, POURING CONCRETE AND CONSTRUCTING ACCESSIBLE CURB RAMPS TO MEET ADA STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF FIELD CONDITIONS
CONFLICT WITH INDICATED ACCESSIBLE CURB RAMP TYPES AND DETAILS PROVIDED HEREIN.
2.
THIS PROJECT MAY REQUIRE THE USE OF RECTANGULAR, RADIAL AND A COMBINATION OF RADIAL/RECTANGULAR DETECTABLE WARNING SURFACES. THE DETECTABLE WARNING SURFACES WILL BE MEASURED BASED ON ACTUAL
FINISHED PRODUCT AND NOT INCLUDE SECTIONS THAT ARE CUT AND DISCARDED.
3.
DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE AND THE COLOR SHALL CONTRAST FROM THE SURROUNDING MATERIAL.
4.
THE ENGINEER WILL INSPECT AND MEASURE THE FINAL CONDITION OF EACH CONSTRUCTED CURB RAMP. ALL CURB RAMPS FOUND NOT TO COMPLY WITH ADA STANDARDS SHALL BE DEMOLISHED AND REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
REGULATORY SIGNS MUST BE REINSTALLED AS SOON AS SIDEWALKS ARE POURED.
3.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. THE CONTRACTOR MUST
ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE. IF & WHERE DIRECTED BY THE ENGINEER. SAWCUT, REMOVE, REPLACE EXISTING BASE COURSE
AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE HOT MIX ASPHALT PAVEMENT REPAIR DETAIL.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT COMMENCE PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE PAVEMENT BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS AROUND RAISED
UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
5.
THE CONTRACTOR SHALL NOT TRACK TACK COAT OR ANY OTHER CONSTRUCTION MATERIAL OR DEBRIS ONTO ADJOINING ROADS OUTSIDE THE PROJECT LIMITS. ANY EXISTING STRIPING AND/OR PAVEMENT MARKINGS LOCATED
OUTSIDE THE PROJECT LIMITS THAT ARE IMPACTED, MARKED OR DAMAGED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVEMENT OPERATIONS, MUST BE RE-STRIPED BY THE
CONTRACTOR AT THE END OF CONSTRUCTION AT NO ADDITIONAL COST TO THE MUNICIPALITY.
QUANTITIES
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
W
G
T
E
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH HMA REPAIR)
DEPRESSED CURB - CONCRETE VERTICAL CURB
(WITH FULL DEPTH CONCRETE REPAIR)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIXED ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RESET GAS VALVE
RESET WATER VALVE
REMOVAL OF CONCRETE
RESTORE EXISTING GRASS AREAS
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
S
D
75
74
G 29.0
TC 29.0
BC 29.0
CATV
W
G
PAWNEE ROAD
CHIPPEWA WAY
H
Y
D
± 30'
± 30'
LOP/LOM
DETECTABLE
WARNING
SURFACE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
PAWNEE ROAD
± 30'
FLUSH CURB (TYP.)
FLUSH CURB (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE
(NJDEP TYPE 'N' ECO)
(TYP.)
BICYCLE SAFE
GRATE (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
RELOCATE EXISTING
'1 HR PARKING'
SIGN
BELGIAN BLOCK
CURB
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-3-PAWNEE RD. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(PAWNEE ROAD)
3
MATCHLINE STA 5+66 THIS SHEET
MATCHLINE STA 11+01 SHEET 4
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE STA 5+66 THIS SHEET
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
SPRINGFIELD AVENUE - C.R.615
H
Y
D
PAWNEE ROAD
± 30'
6'
12" W
6" W
6" W
LOP/LOM
LIMIT OF DISTURBANCE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE
(NJDEP TYPE 'N' ECO)
(TYP.)
BICYCLE SAFE
GRATE (TYP.)
RELOCATE EXISTING R1-1
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
H
Y
D
HICKORY STREET
NORTH LEHIGH AVENUE
± 35'
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
MATCHLINE STA 11+01 SHEET 3
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-4-PAWNEE RD. & N. LEHIGH AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(PAWNEE RD. & N. LEHIGH AVE.)
4
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
N
S
E
W
NORTH
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
MATCHLINE STA 17+87 SHEET 5
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
MANSION TERRACE
H
Y
D
NORTH LEHIGH AVENUE
BROAD STREET
± 36'
LOP/LOM
12" W
LOP/LOM
6" W
6" W
6'
6'
8" W
8" W
10'
6" W
6" W
12" W
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
LIMIT OF
DISTURBANCE (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
CURB RAMP (TYPE 4)
CONTRACTOR TO
COORDINATE WITH
ENGINEER PRIOR TO
LAYOUT AND
CONSTRUCTION
GRASS FLARE (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
BICYCLE SAFE GRATE (TYP.)
RELOCATE:
R1-1
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
RELOCATE:
R1-1
12" W
HOT MIX ASPHALT
SIDEWALK, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
NORTH LEHIGH AVENUE
STRATFORD TERRAC
H
Y
D
LAWN TERRACE
LOP/LOM
LOP/LOM
6" W
6" W
6'
12" W
6" W
6" W
12" W
± 36'
6'
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
LIMIT OF
DISTURBANCE
(TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE WITH
ENGINEER PRIOR TO LAYOUT AND
CONSTRUCTION.
REFER TO CURB RAMP GRADING PLAN.
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION.
REFER TO CURB RAMP GRADING
PLAN.
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
GRASS FLARE (TYP.)
INSTALL: R1-1
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
RELOCATE:
R1-1
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
MATCHLINE STA 17+87 SHEET 4
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-5-N. LEHIGH AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(N. LEHIGH AVENUE)
5
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
SOIL EROSION & SEDIMENT CONTROL PLAN
N
S
E
W
NORTH
N
S
E
W
NORTH
MATCHLINE STA 23+11 THIS SHEET
MATCHLINE STA 23+11 THIS SHEET
MATCHLINE STA 28+26 SHEET 6
ELM STREET
EDGEBROOK PLACE
H
Y
D
EBROOK PLACE
± 28'
LOP/LOM
12" W
CURB RAMP (TYPE 6)
CONTRACTOR TO COORD
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUC
TOPSOILING, 4" THICK
FERTILIZING AND SEEDI
STRAW MULCHING (TY
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
G
C
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
OCATE:
1
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
RESET MANHOLE,
USING NEW CASTING
(TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
O RESET EXISTING
SED GRADES
NORTH LEHIGH AVENUE
CENTENNIAL AVENUE -
C.R.615
EDGEBROOK PLACE
12" W
6" W
6" W
24" W
12" W
12" W
12" W
LOP/LOM
± 35'
6'
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB
(TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MEET EXISTING
SIDEWALK (TYP.)
DETECTABLE WARNING SURFACE
(TYP.)
CONCRETE SIDEWALK,
4" THICK (TYP.)
GRASS FLARE (TYP.)
CURB PIECE (NJDEP
TYPE 'N' ECO) (TYP.)
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
BICYCLE SAFE
GRATE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
RELOCATE:
R1-1
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
CONTRACTOR TO RESET EXISTING
FENCE TO MEET PROPOSED GRADES
FIRE LANE STRIPING DEPICTED
SCHEMATICALLY AND SUBJECT TO CHANGE.
FIRE LANE STRIPING TO BE COORDINATED
WITH TOWNSHIP ENGINEER PRIOR TO
STRIPING MOBILIZATION.
4" Y (TYP.)
FIRE
LANE
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-6-N. LEHIGH AVE. & EDGEBROOK PL. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(N. LEHIGH AVE. & EDGEBROOK PL.)
6
N
S
E
W
NORTH
MATCHLINE STA 28+26 SHEET 5
MATCHLINE STA 35+78 THIS SHEET
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 35+78 THIS SHEET
N
S
E
W
NORTH
WALL STREET
ROSE STREET
H
Y
D
H
Y
D
MUNSEE DRIVE
± 29'
6'
12" W
6" W
6" W
LOM/LOP
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
DEPRESSED CURB (TYP.)
LOM/LOP
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
RELOCATE EXISTING R1-1
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING,
ERNMX-106
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
18" GRASS FLARE (TYP.)
WALL STREET
PHILLIPS STREET
H
Y
D
± 29'
6'
12" W
6" W
6" W
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
CURB RAMP (TYPE 5)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
LOM/LOP
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
DEPRESSED CURB (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
RESET MANHOLE,
USING NEW CASTING
(TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
RELOCATE EXISTING R1-1
FULL DEPTH CONCRETE
PAVEMENT REPAIR, HMA (TYP.)
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA (TYP.)
CONCRETE SIDEWALK, 4" THICK (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-7-WALL ST. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
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.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WALL ST.)
7
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
N
S
E
W
NORTH
MATCHLINE STA 45+88 THIS SHEET
MATCHLINE STA 51+08 SHEET 8
MATCHLINE STA 45+88 THIS SHEET
CENTENNIAL AVENUE -
C.R.615
WALL STREET
± 29'
50'
24" W
2 - 4" Y
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
(TYP.)
LOP/LOM
LEGEND
HMA MILLING, 3" OR LESS, AND INSTALLATION OF
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
HOT MIX ASPHALT DRIVEWAY, 2" THICK (TYP.)
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-8-WALL ST. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WALL ST.)
8
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 51+08 SHEET 7
H
Y
D
WATCHUNG AVENUE
CRANFORD AVENUE
±27'
±21'
±19'
CURB RAMP (TYPE 4)
CONTRACTOR TO COORDINATE WITH ENGINEER
PRIOR TO LAYOUT AND CONSTRUCTION
LIMIT OF DISTURBANCE (TYP.)
18" GRASS FLARE (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB (TYP.)
HOT MIX
ASPHALT
PAVEMENT
REPAIR (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
RESET MANHOLE,
USING NEW CASTING
(TYP.)
W5-1
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-9-CRANFORD AVE. & WATCHUNG AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(WATCHUNG AVE. & CRANFORD AVE.)
9
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
MATCHLINE STA 65+88 SHEET 10
MATCHLINE
STA 75+36
SHEET 10
CRANFORD AVENUE
BIRCHWOOD AVENUE
±19'
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
W5-1 WITH OM3-R
INSTALLED MOUNTED
UNDERNEATH
ALBANY AVENUE
BLOOMINGDALE AVENUE
±29.5'
LOP/LOM
12" W
2 - 4" Y
50'
HOT MIX ASPHALT
PAVEMENT REPAIR (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
LIMIT OF DISTURBANCE
(TYP.)
CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-10-CRANFORD AVE.& ALBANY AVE. By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN
(CRANFORD AVE. & ALBANY AVE.)
10
N
S
E
W
NORTH
SOIL EROSION & SEDIMENT CONTROL PLAN
NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON THIS PLAN WERE BASED ON AERIAL IMAGERY AND UTILITY MARKOUTS OBSERVED IN THE FIELD. ALL
INFORMATION DEPICTED ON THE PLAN SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF ALL UNDERGROUND
UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND UTILITY MARK OUTS. NO
EXCAVATIONS WERE MADE. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL HAVE ALL
UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
2.
AFTER MILLING AND PRIOR TO PAVING, THE CONTRACTOR SHALL PROOF ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE.
SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. IF & WHERE DIRECTED BY THE ENGINEER, SAWCUT, REMOVE, REPLACE HMA AND
AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH REPAIR DETAIL.
THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING AND
REMEDIATION AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA
N
S
E
W
NORTH
MYRTLE STREET
BALTIMORE AVENUE
LOP/LOM
2 - 4" Y
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
MYRTLE STREET
AMSTERDAM AVENUE
NORTH WOOD AVENUE
LOP/LOM
2 - 4" Y
24" W
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
SAMOSET ROAD
MUNSEE DRIVE
LOP/LOM
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK
(TYP.)
LIMIT OF DISTURBANCE (TYP.)
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CURB RAMP (TYPE 6)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
DETECTABLE WARNING
SURFACE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
FLUSH CURB (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
18" GRASS FLARE (TYP.)
YARMOUTH ROAD
MUNSEE DRIVE
LOP/LOM
CONCRETE SIDEWALK,
4" THICK (TYP.)
MEET EXISTING SIDEWALK (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
HOT MIX ASPHALT
PAVEMENT REPAIR
(TYP.)
LIMIT OF
DISTURBANCE (TYP.)
CURB RAMP (TYPE 3)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO LAYOUT
AND CONSTRUCTION
CURB RAMP (TYPE 3)
CONTRACTOR TO COORDINATE
WITH ENGINEER PRIOR TO
LAYOUT AND CONSTRUCTION
FLUSH CURB (TYP.)
18" GRASS FLARE (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64
SURFACE COURSE, 2" THICK
9" X 18" CONCRETE
VERTICAL CURB (TYP.)
TOPSOILING, 4" THICK
FERTILIZING AND SEEDING, ERNMX-106
STRAW MULCHING (TYP.)
HOT MIX ASPHALT
SIDEWALK, 2" THICK
HOT MIX ASPHALT
DRIVEWAY, 2" THICK
BELGIAN BLOCK
CURB (TYP.)
WADE AVENUE
SAILER STREET
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-11-PAVING LIMITS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
PAVING LIMITS MAP
11
SAILER STREET & WADE AVENUE
YARMOUTH ROAD & MUNSEE DRIVE
SAMOSET ROAD & MUNSEE DRIVE
MYRTLE STREET & BALTIMORE AVENUE
MYRTLE STREET & AMSTERDAM AVENUE
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
INTERSECTIONS ARE SHOWN FOR THE PURPOSE OF DEPICTING PAVING LIMITS ONLY.
NOT ALL IMPROVEMENTS INCLUDED IN THE PROJECT ARE DEPICTED ON THIS PLAN.
GLENWOOD ROAD
VENETIA AVENUE
LOP/LOM
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
HERNING AVENUE
GLENWOOD ROAD
LOP/LOM
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
EDGEWOOD ROAD
BROOKDALE ROAD
BROOKDALE ROAD
LOP/LOM
LOP/LOM
INLET FILTER, TYPE 2,
2' X 4' (TYP.)
HMA MILLING, 3" OR LESS
TACK COAT
HOT MIX ASPHALT 9.5M64 SURFACE COURSE,
2" THICK
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT
C\CDT0080\Engineering\Site Plans\C-LAYT.dwg\C-12-PAVING LIMITS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
PAVING LIMITS MAP
12
INTERSECTIONS ARE SHOWN FOR THE PURPOSE OF DEPICTING PAVING LIMITS ONLY.
NOT ALL IMPROVEMENTS INCLUDED IN THE PROJECT ARE DEPICTED ON THIS PLAN.
BROOKDALE ROAD & EDGEWOOD ROAD
GLENWOOD ROAD & HERNING AVENUE
GLENWOOD ROAD & VENETIA AVENUE
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
G 58.18
G 58.24
G 58.91
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
TC 57.54
BC 57.54
G 57.67
TC 57.51
BC 57.51
G 57.67
G 57.85
G 57.90
G 57.71
G 57.87
G 57.83
G 57.65
G 58.87
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
TC 57.72
BC 57.72
G 57.83
TC 57.66
BC 57.66
G 58.04
G 58.10
G 57.89
G 58.49
G 58.73
G 58.69
G 58.45
G 57.85
STRATFORD TERRACE
NORTH LEHIGH AVENUE
G 57.67
G 57.83
TC 60.98
BC 60.98
G 61.04
TC 60.93
BC 60.93
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
TC 60.78
BC 60.78
TC 60.75
BC 60.75
G 61.25
G 61.11
G 61.13
G 61.21
G 61.07
G 61.31
G 61.25
G 61.07
G 61.05
G 61.07
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
G 60.94
G 61.10
G 61.16
G 61.22
G 61.12
G 61.40
G 61.36
G 61.08
G 61.04
G 61.04
G 61.45
G 61.39
MEET EXISTING
MEET EXISTING
MEET
EXISTING
LAWN TERRACE
NORTH LEHIGH AVENUE
TC 57.20
BC 57.20
BC 57.14
TC 57.14
MEET EXISTING
MEET
EXISTING
MEET EXISTING
G 57.79
G 57.37
G 57.47
G 57.75
G 57.35
G 57.35
G 57.31
G 57.43
G 57.17
MEET EXISTING
MEET EXISTING
MEET
EXISTING
MEET EXISTING
MEET EXISTING
TC 57.17
BC 57.17
G 57.30
G 57.35
G 57.43
G 57.39
G 57.40
G 57.24
G 57.33
TC 57.23
BC 57.23
G 57.42
CONTRACTOR TO RESET
EXISTING FENCE TO MEET
PROPOSED GRADES
G 57.36
MANSION TERRACE
NORTH LEHIGH AVENUE
MEET
EXISTING
TC 56.76
BC 56.76
G 56.84
G 56.83
G 56.84
G 57.03
G 57.05
G 56.86
G 56.86
G 56.80
G 56.92
G 56.94
MEET EXISTING
TC 56.72
BC 56.72
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET EXISTING
MEET
EXISTING
TC 56.98
BC 56.98
G 57.14
G 57.32
G 57.35
G 57.18
G 57.15
G 57.31
G 57.28
G 57.10
G 57.06
G 57.08
TC 57.03
BC 57.03
BROAD STREET
NORTH LEHIGH AVENUE
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-GRAD
C\CDT0080\Engineering\Site Plans\C-GRAD.dwg\C-13-GRADING By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
5
5
10
0
SCALE : 1" = 5'
CURB RAMP GRADING PLAN
13
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8.33%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCHES OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF
THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY RAMP.
N
S
E
W
NORTH
N
S
E
W
NORTH
N
S
E
W
NORTH
MANSION TERRACE & NORTH LEHIGH AVENUE
STRATFORD TERRACE & NORTH LEHIGH AVENUE
BROAD STREET & NORTH LEHIGH AVENUE
LAWN TERRACE & NORTH LEHIGH AVENUE
SOIL EROSION &
SEDIMENT CONTROL
NOTES AND DETAILS
14
1.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
2.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
3.
ANY STOCKPILE OR DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A
TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
STANDARDS
4.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
6.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
7.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
8.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
9.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RECERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDROMULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDROMULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
19.
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE
TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL TRANSFER. ANY
DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR
DEWATERING.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
05/01/17
MCNJ-SOIL-NOTE-1013
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
COMPACTED SUBGRADE
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HMA BASE COURSE,
MIX I-2
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING
GROUND
6" MIN.
LENGTH OF STONE REQUIRED
SEE TABLE
PUBLIC RIGHT
OF WAY
EXISTING GROUND
SEE NOTE 1
STABILIZED CONSTRUCTION
ACCESS DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-1000
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
X
11/01/18
MCNJ-SOIL-EROS-1100
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
X
09/01/17
MCNJ-SOIL-EROS-1500
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-2100
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
STOCKPILE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-2500
SEEDING MIX
NOT TO SCALE
TOTAL PROJECT AREA OF DISTURBANCE = 10,313 SF OR 0.24 ACRES
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
2 DAYS
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
2 DAYS
- COMPLETE MILLING OPERATIONS
4 WEEKS
- INSTALL DRAINAGE IMPROVEMENTS
2 DAYS
- INSTALL CURBING AND DRIVEWAYS 2 WEEKs
- INSTALL CURB RAMPS
1 WEEK
- PAVEMENT IMPROVEMENTS
2 WEEKS
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
2 DAYS
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING 2 DAYS
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
2 DAYS
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 11 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED
AND STORED WITHIN THE PROJECT LIMITS.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-14-SESC NOTES & DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
15
PLAN
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MIN. CROSS SLOPE 0.5%, MAX. CROSS SLOPE 2% IN THE
PREDOMINANT DIRECTION OF THE EXISTING GRADE.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
5.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH DENSE GRADED AGGREGATE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER AFTER REMOVAL OF THE EXISTING SIDEWALK BUT
BEFORE PLACING AND COMPACTION OF DENSE GRADED AGGREGATE.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
N.T.S.
CONCRETE SIDEWALK, 4" THICK
DENSE GRADED
AGGREGATE, 4" THICK
MIN CROSS SLOPE 0.5%
MAX CROSS SLOPE 2%
ROADWAY EXCAVATION
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT
MIX 19M64 BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
NOTES:
1.
THE CONTRACTOR SHALL COMPLETE HOT MIX ASPHALT PAVEMENT REPAIRS. HOT MIX ASPHALT PAVEMENT REPAIRS
SHALL CONSIST OF SAWCUTTING, ROADWAY EXCAVATION, BACKFILL AND COMPACTION OF DENSE-GRADED
AGGREGATE BASE AND HOT MIX ASPHALT 19M64 BASE COURSE. THE COST TO SAWCUT THE PERIMETER OF FULL DEPTH
REPAIRS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEMS 'HOT MIX ASPHALT PAVEMENT REPAIR' AND
'FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA'.
2.
THE PROPOSED SURFACE COURSE SHALL NOT BE INCLUDED IN THE WORK ASSOCIATED WITH HMA PAVEMENT REPAIR.
THE PROPOSED SURFACE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE ITEM 'HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK'.
3.
ALL COSTS ASSOCIATED WITH HOT MIX ASPHALT PAVEMENT REPAIRS, SHALL INCLUDE THE FOLLOWING WORK:
- SAWCUTTING
- EXCAVATION, UNCLASSIFIED
- DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
- HOT MIX ASPHALT BASE COURSE, MIX 19M64 (4" THICK)
HOT MIX ASPHALT PAVEMENT REPAIR AND
FULL DEPTH CONCRETE PAVEMENT REPAIR, HMA
N.T.S.
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
2.
FLUSH CURBS AT CURB RAMPS SHALL BE POURED MONOLITICALLY WITH CURB RAMP. FLUSH BELGIAN BLOCK
CURB IS NOT ACCEPTABLE.
PAVEMENT FLUSH
WITH RAMP
N.T.S.
HANDICAP RAMP DETAIL
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
IS
TO
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER FOR
APPROVAL A SHOP DRAWING OF THE DETECTABLE
WARNING SURFACE PRIOR TO CONSTRUCTION.
4.
THE CONTRACTOR MUST PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY
RED
AS
APPROVED
BY
THE
LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE USED
PROVIDED SUCH COLOR COMPLIES WITH CURRENT ADA
STANDARDS.
6.
DETECTABLE WARNINGS ARE TO CONSIST OF A
SURFACE OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE MUST HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE MUST HAVE A CENTER-TO-CENTER SPACING OF
1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER MUST NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES ARE NOT BE PLACED
ON PAVING OR EXPANSION JOINTS AT CURB RAMPS. THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACES
ARE
TO
BE
ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES ARE TO BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES ARE
TO BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED ON THE TURNING SPACE
AT THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES ARE TO BE PLACED AT THE BACK OF CURB.
WHERE
RAISED
PEDESTRIAN
STREET
CROSSINGS,
DEPRESSED CORNERS OR OTHER LEVEL PEDESTRIAN
STREET
CROSSINGS
ARE
PROVIDED,
DETECTABLE
WARNING SURFACES ARE TO BE PLACED AT THE FLUSH
TRANSITION BETWEEN THE STREET AND THE SIDEWALK.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
N.T.S.
TRAFFIC
50H:1V
50H:1V
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED AND
THE RADIUS CAUSED BY MILLING SQUARED
PRIOR TO FINAL PAVING.
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
B. B IS EQUAL TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2
INCHES. ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT
LESS THAN D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN
D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS.
CD-401-1.1
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
B (SEE NOTE 2)
D (SEE NOTE 4)
HMA SURFACE COURSE
C (SEE NOTE 3)
TRAFFIC
N.T.S.
MILLING TRANSITIONS DETAIL
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION IS TO JOIN WITH ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
MILLED AREA
EXISTING PAVEMENT
CD-401-1.2
VARIES
VARIES
VARIABLE ROAD WIDTH - SEE PLAN
CURB WHERE SHOWN ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
CURB WHERE SHOWN ON PLAN
GRASS STRIP
PROPOSED SIDEWALK
1.5% TYP.
2% MAX
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
AFTER MILLING, PERFORM BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
TO DETERMINE BASE REPAIR, THE CONTRACTOR SHALL ROLL THE ROAD TO DETERMINE THE CONDITION OF THE BASE COURSE. SOFT SPOTS AND UNSUITABLE ROAD BASE SHALL BE REPAIRED. SAW CUT,
REMOVE AND REPLACE HMA AND AGGREGATE AS REQUIRED. CONSTRUCT NEW AGGREGATE AND BASE COURSE TO MEET EXISTING DEPTHS. SEE FULL DEPTH BASE REPAIR DETAIL.
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS.
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING AND BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
·
CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. INCLUDE COST IN TACK COAT PAY ITEM.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
TYPICAL ROADWAY SECTION
N.T.S.
FLUSH CURB
GRADE
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
6"
12"
12" PREFORMED
BITUMINOUS
JOINT
CONCRETE FLUSH CURB
N.T.S.
CROSS SECTION
PLAN
CONCRETE CURB FLUSH
WITH PAVEMENT
18"
TAPER
FLUSH CURB
WIDTH VARIES
(SEE SITE PLAN)
18"
TAPER
SEE PLAN
NJDOT CLASS "B"
CONCRETE
GRADE
A
A
NOTES:
1.
DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18".
18"
18"
MIN.
6"
1" MIN.
1-1/2" MAX.
18"
MAX.
18"
MAX.
DRIVEWAY OPENING VARIES
12" PREFORMED
BITUMINOUS JOINT
12"
DEPRESSED CONCRETE CURB AT DRIVEWAY
N.T.S.
NJDOT CLASS "B" CONCRETE
ASPHALT PAVEMENT
COMPACTED
SUBGRADE
1/2" R
1 1
4" R
9"
6"
1"
18"
NOTES:
1.
PREFORMED BITUMINOUS FIBER TRAVERSE JOINTS, 1/2" THICK AT 20' MAX. INTERVALS
ALONG THE CURB.
9" X 18" CONCRETE VERTICAL CURB
N.T.S.
MATCH EXISTING
N.T.S.
HOT MIX ASPHALT SIDEWALK & DRIVEWAY DETAIL, 2" THICK
NOTES:
1.
THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
2. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 2" THICK".
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
COMPACTED SUBGRADE
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
6" THICK SYNTHETIC FIBER REINFORCED
CONCRETE SIDEWALK WITH TOOLED EXPANSION
JOINTS EVERY 4'-0" AND PREMOLDED ASPHALT
IMPREGNATED EXPANSION JOINTS EVERY 12'-0"
APPROVED COMPACTED SUBGRADE
6" THICK SYNTHETIC FIBER REINFORCED CONCRETE APRON
6" DENSE-GRADED AGGREGATE (INCLUDE COST IN THE PAY ITEM
"REINFORCED CONCRETE DRIVEWAY, 6" THICK")
9"
2" (TYP.)
VARIABLE
FULL DEPTH
DEPRESSED
CURB
VARIABLE WIDTH
REINFORCED CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
4' MIN
PREMOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
PREMOLDED
EXPANSION
JOINTS
CONCRETE
CURB
NOTES:
1.
CONCRETE PAD SHALL BE 6" THICK FIBER REINFORCED CONCRETE, WITH A 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI
AND INCLUDE 6" THICK DENSE GRADED AGGREGATE BEDDING ON COMPACTED SUBGRADE.
2.
CONCRETE SLAB SHALL INCLUDE SYNTHETIC FIBER REINFORCEMENT.
3.
SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBER, PSI FIBERSTRAND F, AS
MANUFACTURED BY EUCLID CHEMICAL, OR APPROVED EQUAL.
4.
SYNTHETIC FIBER DOSAGE RATE SHALL BE 1.5 LBS/CY.
5.
CONCRETE SHALL HAVE BROOM FINISH.
CONCRETE DRIVEWAY, REINFORCED 6" THICK
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-15-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GRANITE BLOCK CURB DETAIL
N.T.S.
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
6"
18"
1"
BATTER
6" FACE
JOINTS TO BE MAX 3/4"
WIDE AND POINTED,
WITH 1:2 MIX CEMENT
MORTAR. JOINTS TO
BE CLEANED AND DAMP
PRIOR TO POINTING
12"
CLASS "B" CONCRETE
(SEE NOTE #1)
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY, BURLAP OR OTHER METHOD ACCEPTABLE
TO THE TOWNSHIP ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE TOWNSHIP ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE
DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
6"
24"
N.T.S.
CURB PIECE (TYPE 'P' ECO-PHASE II) 4" & 8"
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
DRAINS TO BAY
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
5"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
4"
5-1/2"
7-1/2"
3"
20"
3/8"
3/8"
1-3/8"
2"
N.T.S.
CURB PIECE (TYPE 'N') 6"
NJ TYPE B
NJ TYPE D
3D BROOK TROUT DESIGN
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
DUMP NO WASTE
DRAINS TO WATERWAYS
4. NAME PLATE SHALL READ "DRAINS TO WATERWAYS"
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
1-1/4"
1' OR LESS
SURFACE COURSE
CURB
FILL TO TOP OF
BASE COURSE WITH
CLASS B CONCRETE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 1' OR LESS
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2. ENTIRE INSIDE SURFACE OF INLET SHOULD
BE SKIM COATED WITH MORTAR.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
12"
(TYPICAL)
4 3/8"
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
3/4"
5/8"
4 3/8"
3'- 11 3/4"
2 1/2"
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
C
SECTION B-B
SECTION A-A
B
B
A
A
SECTION C-C
C
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
N.T.S.
BICYCLE SAFE GRATE DETAIL
RESET EXISTING CASTING (INLET)
N.T.S.
CROSSWALK, REFER TO PLANS
FOR THICKNESS OF TRAVERSE
TRAFFIC MARKINGS
REFER TO PLANS FOR
CLEAR SPACE WIDTH
4'-0" MIN. CLEAR SPACE
EXISTING CURB
4" DOUBLE YELLOW (EPOXY)
R1-1 (STOP SIGN)
NOTES:
1.
THE CONTRACTOR SHALL REPLACE ALL EXISTING
ROADWAY STRIPING AT ITS CURRENT LOCATION. PRIOR
TO INSTALLATION, THE CONTRACTOR SHALL OBTAIN
APPROVAL OF THE STRIPING LOCATION FROM THE
MUNICIPAL TRAFFIC SAFETY BUREAU AND ENGINEER.
2.
ALL TRAFFIC STRIPES SHALL BE EPOXY.
3.
ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC.
EXISTING CURB
FLUSH CURB
STOP BAR
12" WHITE STOP TRAFFIC
MARKINGS LINES
24" WHITE STOP TRAFFIC
MARKINGS LINES
18"
VARIES - SEE PLAN
PAVEMENT
PIPE DRAIN DETAIL
N.T.S.
PIPE DRAIN
2"
NOTES:
1.
ALL STORM PIPES DISCHARGING TO THE SURFACE WITHIN THE LIMITS OF
CURB REPLACEMENT SHALL BE EXTENDED TO THE CURB AND DISCHARGE
THROUGH THE CURB, WITH THE EXCEPTION OF ANY ROOF LEADERS TO BE
DIRECTLY
CONNECTED
TO
EXISTING
OR
PROPOSED
SUBGRADE
STORMWATER INFRASTRUCTURE.
2.
INCLUDE COST IN THE PAY ITEM "9" X 18" CONCRETE VERTICAL CURB".
N.T.S.
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
1. CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2. MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3. THOROUGHLY CLEAN AND HAMMER INSPECT.
4. CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE
INDICATED OR SPECIFIED.
5. COVERS FOR SEWER MANHOLES SHALL BE MARKED "SEWER".
6. COVERS FOR DRAIN MANHOLES SHALL BE MARKED "DRAIN".
7. STANDARD MANHOLE FRAMES AND COVERS SHALL BE PATTERN No.1202B
AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL
BITUMINOUS WATERPROOFING MATERIAL:
1. H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2. AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3. BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
HOT MIX ASPHALT
WATERPROOFING
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
RESET EXISTING CASTING (MANHOLE)
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
STANDARD MANHOLE COVER/FRAMES
N.T.S.
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
PLAN
STANDARD MANHOLE COVER/FRAMES
N.T.S.
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
CONSTRUCTION DETAILS
16
Y = YELLOW STRIPE
W = WHITE STRIPE
BE REMOVED BY THE GRINDING METHOD.
PAVEMENT MARKING LEGEND
- 12" WIDE WHITE LINE
STOP LINE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT
EXISTING STRIPING THAT DOES NOT CONFORM TO THIS PLAN SHALL
TO THE FOLLOWING:
UNLESS OTHERWISE SHOWN, PAVEMENT MARKINGS SHALL CONFORM
CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
GRADE CROSSING PAVEMENT MARKINGS TO CONFORM TO THE
R1-1 SIGN DETAIL
N.T.S.
- 6" WIDE WHITE LINES
CROSSWALK LINES
NEAREST CROSSWALK LINE IS TO BE LOCATED A MINIMUM OF 4'
FROM STOP LINE
30" x 30"
COLORS:
LEGEND = WHITE (RETROREFLECTIVE)
BACKGROUND = RED (RETROREFLECTIVE)
W5-1 SIGN DETAIL
N.T.S.
OM-3R OBJECT MARKER
N.T.S.
- 24" WIDE WHITE LINE
- 8" WIDE WHITE LINES
STOP BAR MARKING DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-16-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
1-3/8"
8"
25-3/4"
24"
32"
39"
No. 1203B
NOTES:
1.
NEW MANHOLE CASTING TO BE PATTERN NO. 1203B AS MANUFACTURED BY
CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
2.
ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA.
SECTION A-A
A
A
PLAN
LETTER AS REQUIRED BY
APPROVING AGENCY
S
T
O
R
M
S
E
W
E
R
T
O
W
N
S
H I
P
O
F
C
R
A
N
F
O
R
D
A
A
LETTER AS REQUIRED BY
APPROVING AGENCY
T
O
W
N
S
H
I
P
O
F
C
R
A
N
F
O
R
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
12" X 36"
BLACK STRIPES
RETROREFLECTIVE
YELLOW STRIPES
- 2-4" WIDE YELLOW LINES
CENTER LINE
- 12" WIDE WHITE LINES
LONGITUDINAL CROSSWALK LINES
SPACED 3' O.C.
ASPHALT
PAVEMENT
PIPE DRAIN
A
A
SECTION A-A
36" x 36"
COLORS:
LEGEND = BLACK
BACKGROUND = YELLOW (RETROREFLECTIVE)
CONSTRUCTION DETAILS
17
FIRST HOLE
FROM THE
TOP END
WASHER
FULLY THREADED GRADE L9 CONNECTOR BOLT
(SEE NOTE 6)
FIFTH HOLE FROM THE TOP END
SPACER BAR
NOTES:
1.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN
APPROXIMATELY 12 INCHES ABOVE GROUND. PLACE
BOLT AND WASHER IN FIRST AND FIFTH HOLES FROM
THE TOP END, AND SECURE BOLTS ONTO SPACER.
2.
DRIVE ANCHOR POST ASSEMBLY TO WITHIN A MAXIMUM
OF 4 INCHES ABOVE GROUND LEVEL.
3.
DIG OUT AROUND BACK OF ANCHOR POST ASSEMBLY
TO ALLOW ROOM FOR TOP POST TO BE ATTACHED.
4.
NEST TOP POST ASSEMBLY ONTO PROTRUDING
ANCHOR POST ASSEMBLY BOLTS, THROUGH THE FIRST
AND FIFTH HOLES FROM THE BOTTOM OF THE TOP POST.
5.
PLACE AND TIGHTEN A SELF-LOCKING FLANGE NUT ON
EACH BOLT. WHEN INSTALLATION IS COMPLETE, TOP OF
GROUND POST NOT TO EXCEED 4 INCHES ABOVE
GROUND LEVEL.
6.
SIZE OF CONNECTOR BOLT FOR TYPE 1, 5/16" x 11/2"
SIZE OF CONNECTOR BOLT FOR TYPE 2, 5/16" x 2"
7.
THE CONNECTOR BOLTS ARE TO BE FULLY THREADED.
EACH CONNECTOR BOLT AND NUT TO BE CLEARLY
STAMPED WITH MANUFACTURER'S IDENTIFYING MARK.
ANCHOR POST ASSEMBLY SIGN SUPPORTS
N.T.S.
CD-612-5.1
2 x 0.326" DIA. HOLES
SPACER BAR
WHEN X IS GREATER THAN 0.75", USE TYPE 1 SPACER BAR
WHEN X IS 0.75" OR LESS, USE TYPE 2 SPACER BAR
NOTES:
1.
ANCHOR POST AND TOP POST TO BE OF EQUAL WEIGHT/ FEET.
2.
SOIL ANCHOR PLATE TO BE ATTACHED TO ALL ANCHOR POSTS.
3.
THE MATERIAL FOR THE SOIL ANCHOR PLATES TO BE CARBON
SHEET STEEL.
4.
THE STEEL "U" POST TO BE GRADE 60.
8TH HOLE FROM THE TOP
TYPE 1 SOIL ANCHOR PLATE
TYPE 1 STEEL U-POST
APPROXIMATELY 12"
4" MAX.
5.0"
0.5"
4.0"
0.375"
0.75"
0.75" TYPE 2
1.25" TYPE 1
SECTION A-A
SPACER BAR
N.T.S.
CD-612-5.1
TYPE 1 ANCHOR POST ASSEMBLY
N.T.S.
3'6"
3/8" DIA. HOLES 1" C. TO C.
TOP POST U POST
N.T.S.
TYPE 1 SOIL ANCHOR PLATE
N.T.S.
TYPE 1 STEEL U-POST
N.T.S.
WEIGHT *
LBS. / FT.
2.50
4.0
1.516
3.062
1.278
0.669
0.760
0.228
0.313
0.539
0.352
1.968
3.500
1.336
0.834
1.187
0.611
0.707
1.161
0.664
"A"
"B"
"C"
"D"
I (IN. )
DIMENSIONS (IN.)
AREA
IN. 2
X-X AXIS **
Y-Y AXIS
S (IN. )
4
3
I (IN. )
S (IN. )
4
3
TYPE 1 STEEL U-POST PROPERTIES
*
± 5%
**
GOVERNING SECTION
X
VARIOUS POST LENGTH
3/8" DIA. HOLES 1" C. TO C.
1"
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
CD-612-5.2
C
A
D
B
X
Y
Y
X
12"
4"
6"
6"
3"
0.120" NOM. (11 GAUGE)
7/16" DIA. HOLES
1"
1"
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-17-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
18
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW
STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR HIGHWAY
SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON THE
ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY
BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF STEEL
COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING
DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18 INCHES
ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL BE 7
FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL BARRIER OR
CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN
ACCORDANCE WITH THE SPECIFICATIONS.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT
FOR THOSE DETAILS CONTAINED HEREIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION AND AS INDICATED
BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH THE EXCEPTION OF THOSE INSTALLED BEHIND
GUIDE RAIL OR OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING.
GALVINIZING SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING
BRACKET SHOULD BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS SHEET.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE
NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR
SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY
SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF
A MAJOR SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT
AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF
8 FEET AND THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES,
THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD
AS FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS
DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK
WIDTH IS LIMITED OR WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12 FEET MINIMUM DESIRABLE
FROM EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS
THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING
OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE
GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET
FROM THE GROUND LINE TO CENTER LINE OF SPLICE.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THROUGH 3RD OR
4TH HOLES FROM EACH END
OF SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
CONCRETE INSTALLATION DETAIL
N.T.S.
SIGN POST NOTES
N.T.S.
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
+
+
+
+
2"
BREAKAWAY
STEEL U-POST
BREAKAWAY
STEEL U-POST
+
+
+
+
2"
POSTS FOR S1-1 TO INCLUDE
REFLECTIVE POST PANELS
IN FLUORESCENT
YELLOW/GREEN
BRACKET FOR SIDE MOUNTED SIGNS
N.T.S.
SIGN NOTES
N.T.S.
CD-612-4.1
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-18-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
19
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
50' MIN. (TYP.)
10'
(TYP.)
10'
(TYP.)
10'
(TYP.)
2'-8"
5'-0" MIN.
2'-0"
2'-0"
90° ELBOWS TYP.
ALL CORNERS
3 SANDBAGS
5'-0" MIN.
4'-0"
SANDBAGS
3'-0"
INSET
B
INSET
A
4'-0"
N.T.S.
SPRINGS SECURED TO WIRE TIE
ON REAR PIPE OF BASE FRAME
SANDBAG
A
A
A
A
RIVETS (2)
RIVETS (2)
1 1/2" TYP. ALL CONNECTIONS
4" PIPE LENGTHS
USED AS COUPLERS
( TYP. )
3"
P.V.C.
12"
3" ELBOW
12" R
12" R
4'-0"
3/16"
3 1/2"
2 7/8"
3 5/16"
3/16"
3 1/2"
DIA.
3 1/2"
DIA.
1 3/4" DIA.
3/16"
1 3/4"
1 1/2"
1 9/16"
3/16"
3" X 3' WYE
SPRING TAUT WIRE CABLE ASSEMBLY
5/8" X 11" NO. 8 SPRINGS
( TWO ), HAND TENSIONED.
3 SANDBAGS, 1 CUBIC FT.
CAPACITY EACH, 18" X 24"
3" X 3" TEE
3"x3" WYE
3"x3"
TEES
A NO. 6 3/16"
DIAMETER SOLID
BRAIDED NYLON
ROPE SHALL BE
SECURED INTERNALLY
TO ITSELF.
11"
11"
9" MIN. TO
12" MAX.
9" MIN. TO
12" MAX.
BREAKAWAY BARRICADES DETAILS
SIDE VIEW
TOP VIEW OF BASE
TYPE III, PE
FRONT VIEW
12" MAX.
9" MIN. TO
11"
12" MAX.
9" MIN. TO
11"
9" MIN. TO
12" MAX.
11"
9" MIN. TO
12" MAX.
11"
3" X 3' WYE
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED FROM 0.024" ANODIZED ALUMINUM OR 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO.14 PAN HEAD
METAL SCREWS OR PLASTIC RIVETS. ALL CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE SHEETING, TYPE II OR III-A, AS SHOWN FOR CONSTRUCTION SIGNS.
3.
ALTERNATE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.
4.
THE 18" X 24" SANDBAGS SHALL BE FABRICATED FROM POLYPROPYLENE AND SHALL HAVE A CAPACITY OF 1 CUBIC FOOT.PLACEMENT OF SANDBAGS SHALL BE AS SHOWN ABOVE.
5.
SANDBAG PLACEMENT MAY BE ADJUSTED AT THE DIRECTION OF THE ENGINEER. ALL DIMENSIONS ON FULL PIPE LENGTH.
6.
EITHER TYPE III, PE OR TYPE III, PVC CAN BE USED AT THE OPTION OF THE CONTRACTOR.
PIPE SHALL BE WHITE PVC SCHEDULE 40 ASTM D 1785 OR PVC, SDR-26 ASTM D 2241.
FITTINGS SHALL BE WHITE PVC OR ABS OF MATCHING WALL THICKNESS AND
INSIDE DIAMETER AND MEETING THE MATERIALS, REQUIREMENTS AND TESTING
SECTIONS OF ASTM D 2466 FOR PVC AND ASTM D 2468 FOR ABS. ALL JOINTS
SHALL BE SLIP FIT AND NOT THREADED OR CEMENTED. PVC FITTINGS MEETING
ASTM D 2665 WILL ALSO BE ACCEPTABLE. PVC OR ABS MATERIAL SHALL BE
ULTRAVIOLET LIGHT STABILIZED.
THE BASE AND UPRIGHT SHALL BE 3 1/2" DIA. ROTATIONALLY MOLDED
POLYETHYLENE PLASTIC CONFORMING TO ASTM D 1248-II A3-E4. THE BRACE
SHALL BE 1 3/4" DIA. EXTRUDED POLYETHYLENE PLASTIC CONFORMING TO ASTM
D 1248-III A4. POLYETHYLENE PLASTIC SHALL BE WHITE AND SHALL BE
ULTRA-VIOLET LIGHT STABILIZED.
SECTION A-A
INSET B
INSET A
G20-2
60" x 24"
W1-6(R)
48" x 30"
W20-1
48" x 48"
W21-5
48" x 48"
W20-7A
48" x 48"
(16 S.F.)
M4-9X
30" x 24"
(5 S.F.)
M4-9X (S)
48" x 36"
(12 S.F.)
M4-9LX (LEFT)
M4-9RX (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (XS)
48" x 36"
(12 S.F.)
M4-9L (LEFT)
M4-9R (RIGHT)
30" x 24"
(5 S.F.)
M4-9 (L OR R) (S)
48" x 36"
(12 S.F.)
M4-10L (LEFT)
M4-10R (RIGHT)
48" x 18"
(6 S.F.)
R11-2
48" x 30"
(10 S.F.)
M4-11
30" x 24"
(5 S.F.)
R11-3
60" x 30"
(12.5 S.F.)
G20-2A
60" x 24"
(10 S.F.)
R11-4
60" x 30"
(12.5 S.F.)
W20-2
48" x 48"
(16 S.F.)
W20-1A
48" x 48"
(16 S.F.)
W20-3
48" x 48"
(16 S.F.)
W99-2
48" x 48"
(16 S.F.)
W1-6(L)
48" x 30"
N.T.S.
TRAFFIC CONTROL FOR MILLING & OVERLAY DETAIL
N.T.S.
TRAFFIC CONTROL FOR CURB & SIDEWALK CONSTRUCTION DETAIL
N.T.S.
DRUM DETAIL
N.T.S.
TRAFFIC CONE DETAIL
NOTES:
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER.
3" TO 4" SPACE FOR
HANDLING
6" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETRO REFLECTIVE
SHEETING, ASTM D-4956 TUPE III
PLASTIC OR RUBBER
MIN. WEIGHT 7 LBS.
NOTES :
1.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT
ORANGE AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN
THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL
CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
2.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF
KNOCKED OVER.
3.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE
THE SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE
USED.
4.
WHEN BALLAST IS REQUIRED BY THE R.E., SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST
SHALL BE 50 LBS. AND BE LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST
SHALL BE APPROVED BY THE R.E.
5.
CONES AND DRUMS SHALL BE SURRENDERED TO THE OWNER AT CLOSEOUT OF PROJECT.
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
36" APPROX.
2" MAX. NON-REFLECTORIZED
SPACE (ORANGE) (TYP.)
6" MIN. REFLECTORIZED
STRIPES WHITE
NON-REFLECTORIZED
SPACE (ORANGE)
18" MIN. DIA.
BASE DIA. MAY BE LARGER THAN TOP DIA.
BREAKAWAY BARRICADES WITH WI-6L
(TYPICAL) NOTE: USE WI-6R WHEN
CONSTRUCTION OTHER SIDE OF STREET
TRAFFIC DRUMS/BARRICADES
AS DIRECTED BY THE ENGINEER
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART LEFT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
APPROACH RIGHT
CURB & SIDEWALK
CONSTRUCTION
AT CURB RETURNS
DEPART RIGHT
CURB & SIDEWALK CONSTRUCTION
AT MID BLOCK LEFT & RIGHT
CONSTRUCTION AREA
(TYPICAL)
DRUM (TYPICAL)
CONSTRUCTION AREA
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND
HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE
CONVENIENT AND SAFE PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR
REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE
CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE SHALL PRESENT HIS CHANGES IN WRITING TO THE
ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL
COORDINATE HIS WORK WITH EACH OF THE UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC
THROUGHOUT THE DURATION OF CONSTRUCTION. THE COSTS FOR THE INDIVIDUAL DEVICES USED TO
MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC TRAFFIC
CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR RELOCATING THE
DEVICES AS REQUIRED, OR AS DIRECTED BY THE ENGINEER, DURING THE COURSE OF CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE
CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR PEDESTRIANS AND VEHICULAR TRAFFIC
AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT.
DURING CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY
ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR OTHER SUCH DEVICES APPROVED BY THE
ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE
EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING,
MOVING, AND REMOVING FILLET MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS
IN THE PROPOSAL.
CONSTRUCTION SIGN DETAILS
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0080\Engineering\Site Plans\C-DTLS.dwg\C-19-DETAILS By: MBEKKELMAN
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 CAPITAL ROAD
IMPROVEMENTS
TOWNSHIP OF CRANFORD
UNION COUNTY
NEW JERSEY
AS SHOWN
05/02/2022
MIB
PWJ
CDT0080
27
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
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Mar 19, 2026
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Apr 30, 2026
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