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2022 Drainage Improvements Plans Retford Ave., Nomahegan Court, and Nomahegan Road
BID #: CDT0083
ISSUED: 9/23/2022
OPENED: 12/8/2025
DUE: TBD
VALUE: TBD
100
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Executive Summary
The provided document outlines construction plans for various drainage improvements in the Township of Cranford, Union County, New Jersey. The project focuses on upgrading drainage infrastructure and improving road conditions along Retford Avenue, Nomahegan Road, and Nomahegan Court. The work includes milling and paving operations, full-depth reconstruction, curb and sidewalk work, and the installation of new drainage structures like inlets and pipes. The plans specify adherence to NJDOT standards and other relevant agency specifications. No submission deadlines are explicitly stated in the document, but the plans are dated September 23, 2022. These are construction plans, not a bid document.
The improvements are designed to address drainage issues and enhance pedestrian and vehicular safety. Traffic control measures, soil erosion, and sediment control measures are also addressed in the construction plans. Detailed specifications are provided for materials, construction methods, and safety procedures. The plans also address the management of utilities and access to residences and businesses during the construction period. General notes are given for working hours and other restrictions.
Web Content
3.84% 7 1 .3 7 CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE STATION: 2+50 HORIZONTAL : 1 " = 10' VERTICAL : 1 " = 2' 65 70 75 65 70 75 0 10 20 30 400-10-20-30-40 -1.95% -2.73%-1.95% -2.73% T C :7 1 .3 8 T C :7 1 .4 9 0.97%0.48% 7 1 .3 5 CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE STATION 13 MB
Document Text
--- Document: 2022 Drainage Improvements Plans Retford Ave., Nomahegan Court, and Nomahegan Road Document ---
WALNUT AVENUE
WOODLAWN AVENUE
CHESTNUT STREET
GROVE STREET
RETFORD AVENUE
CHERRY STREET
WASHINGTON PLACE
GH STREET
LINCOLN AVENUE WEST
PROJECT LOCATION
SPRIN
KENILWORTH
(COUNTY ROUTE NO. 509)
BOULEVARD
COUNTY
PARK
DRIVE
NOMAHEGAN
COURT
NOMAHEGAN COURT
NOMAHEGAN ROAD
SHAWNEE ROAD
ECA ROAD
CHIPPEWA
PROJECT LOCATION
NOMAHEGAN COURT
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0083\Engineering\Site Plans\C-CVER.dwg\C-1-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
200
200
SCALE : 1" = 200'
0
N
S
E
W
NORTH
COVER
1
CONSTRUCTION PLANS
FOR
2022 VARIOUS DRAINAGE IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
KEY MAP
INDEX OF SHEETS
SHEET. No.
DESCRIPTION
1
COVER
2
GENERAL NOTES & QUANTITIES
3-4
EXISTING CONDITIONS PLAN - RETFORD AVENUE
5-6
EXISTING CONDITIONS PLAN - NOMAHEGAN ROAD & NOMAHEGAN COURT
7-9
DIMENSION PLAN - RETFORD AVENUE
10-14
CROSS SECTIONS - RETFORD AVENUE
15-16
DIMENSION PLAN - NOMAHEGAN ROAD & NOMAHEGAN COURT
17-18
GUTTERLINE PROFILES - NOMAHEGAN ROAD
19-22
CROSS SECTIONS - NOMAHEGAN ROAD
23-24
FULL DEPTH RECONSTRUCTION MAP - NOMAHEGAN ROAD
25
SOIL EROSION & SEDIMENT CONTROL DETAILS
26-29
CONSTRUCTION DETAILS
30-33
NJDOT TRAFFIC CONTROL DETAILS
34-37
NJDOT CONSTRUCTION DETAILS
KEY MAP #1 - RETFORD AVENUE
KEY MAP #2 - NOMAHEGAN ROAD &
NOMAHEGAN COURT
200
200
SCALE : 1" = 200'
0
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS 2019 WITH AMENDMENTS THERETO SHALL GOVERN
TOWNSHIP OF CRANFORD
KATHLEEN MILLER PRUNTY, MAYOR
JASON GAREIS, DEPUTY MAYOR/COMMISSIONER
BRIAN ANDREWS, COMMISSIONER
GINA BLACK, COMMISSIONER
MARY O'CONNOR, COMMISSIONER
PATRICIA DONAHUE, TOWNSHIP CLERK
JAMIE CRYAN, TOWNSHIP ADMINISTRATOR
UTILITIES/AUTHORITIES
N
S
E
W
NORTH
DEPARTMENT OF PUBLIC WORKS
CRANFORD DPW
ROUND HOUSE, 364 NORTH AVENUE
PHONE: (908) 709-7217
CONTACT: ERIK HASTRUP
T.V. CABLE SERVICE
COMCAST CABLEVISION OF NJ
1800 RAHWAY AVENUE, UNION, NJ 07083
PHONE: (908) 851-2258
CONTACT: GEORGE PALYCA
GAS SERVICE
ELIZABETHTOWN GAS COMPANY
520 GREEN LANE, UNION. NJ 07083
PHONE: (908) 662-8321
CONTACT: GREGORY J. BALINT
ELECTRIC SERVICE
PUBLIC SERVICE ELECTRIC AND GAS COMPANY
472 WESTON CANAL ROAD, SOMERSET, NJ 08873
PHONE: (732) 764-3067
CONTACT: JOHN GRABENSTEIN
WATER SERVICE
NEW JERSEY AMERICAN WATER COMPANY
1341 NORTH AVENUE, PLAINFIELD, NJ 07061
PHONE: (908) 791-3456
CONTACT: MICHAEL F. BANGE
TELEPHONE SERVICE
VERIZON COMMUNICATIONS
290 WEST MOUNT PLEASANT AVENUE, FLOOR G,
BUILDING 4, LIVINGSTON, NJ 07039
PHONE: (973) 422-5156
CONTACT: DARREN CRAY
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-CVER
C\CDT0083\Engineering\Site Plans\C-CVER.dwg\C-2-COVER By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
GENERAL NOTES
& QUANTITIES
2
'B' INLET
'E' INLET
STORM MANHOLE
SANITARY MANHOLE
FLARED END SECTION
HEADWALL
CONTOURS
SPOT ELEVATION
DIRECTION OF OVERLAND FLOW
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
LEGEND
EXISTING
PROPOSED
TRAVERSE LINE, CENTER LINE
OR BASELINE (LABEL AS SUCH)
RIGHT OF WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
CURB
DEPRESSED CURB
SIDEWALK
FENCES
TREELINE
ROADWAY SIGNS
WETLAND LINE
MUNICIPAL BOUNDARY LINE
X
X
13+00
12+00
BACK
FACE
S
D
75
74
G 29.0
TC 29.0
BC 29.0
G
W
CABLE TV CONDUIT
WATER MAIN
GAS MAIN
TELEPHONE CONDUIT
ELECTRIC CONDUIT
SANITARY PIPE
STORM PIPE
UNKNOWN UTILITY
CATV
W
G
T
E
DEPRESSED CURB - 9" X 18" CONCRETE
VERTICAL CURB (WITH 2' FULL DEPTH REPAIR)
FULL DEPTH CONCRETE PAVEMENT REPAIR,
HMA
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE OR FULL DEPTH RECONSTRUCTION
(AS REQUIRED)
ASPHALT OVERLAY
CONCRETE SIDEWALK, 4" THICK
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
HOT MIX ASPHALT DRIVEWAY, 6" THICK
RESET MANHOLE
RECONSTRUCT MANHOLE
INLET FILTER
RESET EXISTING INLET CASTING
RESET EXISTING INLET AND INSTALL NEW
CURB PIECE (NJDEP TYPE 'N' ECO)
CURB PIECE (NJDEP TYPE 'N' ECO)
RESET EXISTING INLET AND INSTALLED NEW
BICYCLE SAFE GRATE
RECONSTRUCT INLET, TYPE B,
USING EXISTING CASTING
RESET GAS VALVE
RESET WATER VALVE
ADA RAMP SECTION
RESTORE EXISTING GRASS AREAS
EXISTING PIPE TO BE REMOVED
10
V
HC
STALL COUNT
ADA ACCESSIBLE STALL
DEPRESSED CURB AND ADA RAMP
DIRECTION OF TRAFFIC FLOW
U
TBR
SURVEY NOTES:
1.
ALL EXISTING FEATURES DEPICTED ON RETFORD AVENUE ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR RETFORD AVENUE" FOR THE TOWNSHIP OF CRANFORD, PREPARED BY
COLLIERS ENGINEERING & DESIGN, DATED 06/24/2022.
2.
ALL EXISTING FEATURES DEPICTED ON NOMAHEGAN ROAD AND NOMAHEGAN COURT ARE BASED ON INFORMATION FROM THE SURVEY ENTITLED, "TOPOGRAPHIC SURVEY FOR NOMAHEGAN ROAD" FOR THE TOWNSHIP
OF CRANFORD, PREPARED BY COLLIERS ENGINEERING & DESIGN, DATED 06/24/2022, LAST REVISED 09/27/2022.
3.
THE HORIZONTAL POSITION OF THIS SURVEY IS BASED ON GPS OBSERVATION AND IS RELATIVE TO NAD 1983 ADJUSTMENT.
4.
THE ELEVATIONS SHOWN HERON ARE RELATIVE TO N.A.V.D. 1988 ADJUSTMENT
5.
THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS
SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES, ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD VERIFIED BY THE PROPER
UTILITY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
GENERAL NOTES:
1.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION RELATED TO THE PROPOSED IMPROVEMENTS SHOWN HEREIN SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS SPECIFICALLY AMENDED OR
SUPPLEMENTED BY CONTRACT DOCUMENTS:
A.
N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019”, AS CURRENTLY AMENDED;
B.
N.J. DEPARTMENT OF TRANSPORTATION “STANDARD ROADWAY CONSTRUCTION - TRAFFIC CONTROL - BRIDGE CONSTRUCTION DETAILS, 2016”, AS CURRENTLY AMENDED;
C.
“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AS CURRENTLY AMENDED;
D.
CURRENT PREVAILING MUNICIPAL, COUNTY AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS AND REQUIREMENTS;
E.
CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS;
F.
CURRENT MANUFACTURER'S SPECIFICATIONS, STANDARDS AND REQUIREMENTS;
2.
THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL SAFETY DEVICES AND TRAINING REQUIRED.
3.
THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE PROJECT PLANS, SPECIFICATIONS, DETAILS, AND SITE. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY SITE CONDITIONS
DIFFER MATERIALLY FROM THOSE REPRESENTED HEREIN.
4.
THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR THE PROPOSED IMPROVEMENTS.
5.
ALL MATERIALS MUST BE AMERICAN MADE. THE CONTRACTOR MUST PROVIDE THE ENGINEER WITH SHIPPING AND DELIVERY TICKETS/RECEIPTS FOR ALL MATERIALS TO BE USED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS.
6.
THE CONTRACTOR SHALL OBTAIN SHOP DRAWING APPROVAL PRIOR TO THE INSTALLATION OF EACH ITEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AT LEAST TWO (2) WEEKS
PRIOR TO ORDERING MATERIALS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STAKEOUT AND LAYOUT, AS NECESSARY, TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN STRICT CONFORMANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND DETAILS.
8.
ACTUAL FIELD LIMITS OF MILLING, PAVING, CURB AND SIDEWALK WORK WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
9.
NO "SIDE PROJECTS" FOR RESIDENTS, UTILITIES OR BUSINESS MAY BE CONSTRUCTED WITH MATERIAL PURCHASED FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS SHOWN HEREIN.
10.
THE CONTRACTOR MUST REVIEW AND AGREE TO AS-BUILT QUANTITIES WITH THE ENGINEER ON A WEEKLY BASIS.
11.
THE ENGINEER MUST BE CONTACTED IMMEDIATELY UPON THE CONTRACTOR RECEIVING A COMPLAINT FROM ANY PERSON WITHIN THE PROJECT AREA OR MUNICIPAL OFFICIAL.
UTILITY NOTES:
1.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ONE-CALL SERVICES AS REQUIRED BY STATE AND/OR LOCAL ORDINANCES PRIOR TO ANY EXCAVATION ACTIVITIES.
2.
NOT ALL UTILITY POLES, UTILITY VALVES AND UTILITY LINES ARE SHOWN ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.
3.
THE CONTRACTOR SHALL CALL FOR A UTILITY MARK-OUT PRIOR TO THE START OF CONSTRUCTION (CALL 1-800-272-1000).
4.
UTILITY RELOCATIONS SHOWN ON THE PLAN, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL
UTILITY COMPANIES/AUTHORITIES IMPACTED BY THE PROPOSED WORK AND PERFORMING UTILITY RELOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERTINENT UTILITY COMPANIES/AUTHORITIES. NO
SEPARATE PAYMENT SHALL BE MADE FOR COORDINATING AND PERFORMING UTILITY RELOCATIONS.
5.
ALL UTILITY MANHOLES, VALVE BOXES, CLEANOUTS, METERS, ETC. SHALL BE RESET BY THE CONTRACTOR TO MEET PROPOSED ROAD, SIDEWALK AND DRIVEWAY GRADES. THE CONTRACTOR SHALL COORDINATE WITH
IMPACTED UTILITY COMPANIES/AUTHORITIES AS NECESSARY.
6.
WATER VALVE BOXES GAS VALVE BOXES WITHIN THE ROADWAY SHALL BE RESET TO MEET PROPOSED GRADES.
7.
MISCELLANEOUS UTILITY EQUIPMENT WITHIN THE DRIVEWAYS SHALL BE RESET TO MEET PROPOSED GRADES DURING THE PROGRESS OF CURB, SIDEWALK AND DRIVEWAY CONSTRUCTION. NO SEPARATE PAYMENT SHALL
BE MADE FOR THE RESETTING OF MISCELLANEOUS UTILITY EQUIPMENT, INCLUDING VALVE BOXES, CLEANOUTS, METERS, ETC. WITHIN SIDEWALK AND DRIVEWAY AREAS.
8.
THE CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING ADJACENT TO UTILITIES AND TEMPORARILY SUPPORT UTILITY POLES, IF REQUIRED, DURING THE PROGRESS OF WORK.
9.
THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL STORM SEWER STRUCTURES, AS NECESSARY, FOR THE DURATION OF THE PROJECT.
WORKING HOURS:
1.
THE CONTRACTOR SHALL WORK ON WEEKDAYS ONLY. APPROVAL TO WORK ON WEEKENDS MUST BE GRANTED BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION RELATED ACTIVITIES BEFORE 7 AM ON WEEKDAYS. ALL CONSTRUCTION RELATED ACTIVITIES MUST BE FINISHED AND THE SITE SHALL BE CLEANED AND
SECURED BY 5 PM DAILY.
SIGNS, STRIPING AND MARKING NOTES:
1.
ALL SIGNAGE, TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AS CURRENTLY AMENDED.
2.
ALL EXISTING SIGNS SHALL BE RESET/RELOCATED WITH NEW POSTS. SIGNS SHALL BE RESET USING EXISTING SIGN BLADES WITH NEW SIGN POSTS PLACED IN SLEEVES. SLEEVES FOR NEW SIGN POSTS SHALL BE FILLED.
MILLING AND PAVING NOTES:
1.
THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT.
2.
AFTER MILLING OPERATIONS AND PRIOR TO PAVING, THE CONTRACTOR MUST ALLOW ADEQUATE TIME FOR THE ENGINEER TO INSPECT THE MILLED SURFACE TO EVALUATE THE NEED FOR REPAIRS IN THE PAVEMENT BASE.
3.
IF REPAIRS IN THE PAVEMENT BASE ARE NECESSARY AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL NOT SCHEDULE OR COMMENCE PAVING OPERATIONS UNTIL SUCH TIME THAT ALL REPAIRS IN THE
PAVEMENT BASE ARE COMPLETE.
4.
THE CONTRACTOR SHALL MARK ALL RAISED UTILITY MANHOLES, INLETS AND VALVE BOXES THAT ARE EXPOSED AS A RESULT OF MILLING. IN ADDITION, THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT RAMPS
AROUND RAISED UTILITIES AS DIRECTED BY THE ENGINEER WHERE SUCH UTILITIES MAY BE IN CONFLICT WITH VEHICULAR AND PEDESTRIAN TRAFFIC.
5.
ALL JOINTS BETWEEN EXISTING AND PROPOSED ASPHALT SHALL BE SEALED WITHIN 48 HOURS OF PAVING.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH THE LOCAL POLICE DEPARTMENT AND OWNER. TRAFFIC CONTROL DETAILS PROVIDED HEREIN ARE TYPICAL AND SUBJECT TO
MODIFICATION BY THE LOCAL POLICE DEPARTMENT AND OWNER.
2.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR MATERIAL AND EQUIPMENT STORAGE. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE R.O.W. WITHOUT EXPRESS WRITTEN CONSENT FROM THE LOCAL
POLICE DEPARTMENT AND OWNER.
3.
THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL SCHEDULE AND STAGING PLAN TO THE LOCAL POLICE DEPARTMENT AND OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE APPROVED BY
THE LOCAL POLICE DEPARTMENT AND OWNER PRIOR TO THE START OF CONSTRUCTION.
4.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND LOCAL POLICE DEPARTMENT SEVENTY-TWO (72) HOURS PRIOR TO THE START OF ANY WORK.
5.
THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POLICE DEPARTMENT TO DETERMINE THE NEED FOR POLICE TRAFFIC DIRECTORS. THE CONTRACTOR SHALL PROVIDE THE LOCAL POLICE DEPARTMENT AT LEAST
ONE (1) WEEK NOTICE PRIOR TO REQUESTING POLICE TRAFFIC DIRECTORS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PLACING TEMPORARY NO PARKING SIGNS. SIGNS MUST BE OBTAINED FROM THE LOCAL POLICE DEPARTMENT. TEMPORARY NO PARKING SIGNS MUST BE POSTED
AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION.
SOIL EROSION AND TREE PROTECTION NOTES:
1.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT
CONTROL MEASURES IN NEW JERSEY.
2.
INLET FILTERS ARE TO BE INSTALLED ON ALL EXISTING AND NEW INLETS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
3.
SILT FENCE SHALL BE INSTALLED AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING DUST CONTROL MEASURES, AS NECESSARY. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED TO AVOID DUST POLLUTION.
5.
THE CONTRACTOR SHALL PROTECT ALL TREES SCHEDULED TO REMAIN DURING CONSTRUCTION. DAMAGE TO EXISTING TREES WILL BE EVALUATED BY THE OWNER AND ENGINEER. DAMAGED TREES WILL BE REPLACED
AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
6.
WHERE EXISTING TREES AND ROOT SYSTEMS MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT TO EVALUATE TREES IN QUESTION. ALL EVALUATIONS SHALL
BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
7.
TREES THAT ARE TO REMAIN, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATE INSTALLED AS DIRECTED BY THE ENGINEER.
8.
ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
DEMOLITION AND CONSTRUCTION NOTES:
1.
ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT AND NJDEP MEANS AND METHODS. THE CONTRACTOR MUST NOT DEPOSIT EXCESS MATERIALS WITHIN THE MUNICIPAL
LIMITS WITHOUT EXPRESS PERMISSION OF THE OWNER.
2.
ALL EXCAVATED AND DEMOLISHED MATERIALS, DEBRIS, AND EQUIPMENT, INCLUDING STONE, TOPSOIL, TREES, BLOCK AND CONCRETE FORMS, MUST BE REMOVED FROM THE PROJECT AREA AT THE CONCLUSION OF EACH
DAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND LOCAL POLICE DEPARTMENT.
3.
THE CONTRACTOR SHALL NOTE THAT ROADWAY BASE MATERIAL MAY CONSIST OF COBBLESTONES, CONCRETE AND/OR ASPHALT. NO ADDITIONAL PAYMENTS WILL BE MADE TO CONTRACTOR FOR DAMAGES TO
EQUIPMENT OR ADDITIONAL LABOR REQUIRED TO MAKE IMPROVEMENTS AS DESCRIBED ON PLANS DUE TO VARIATIONS IN ROADWAY BASE MATERIALS.
4.
ALL EXISTING GRATES AND CASTINGS ARE THE PROPERTY OF THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY. ALL EXISTING GRATES AND CASTINGS THAT ARE TO BE REPLACED AS A PART OF THE PROPOSED
IMPROVEMENTS SHALL BE RETURNED TO THE MUNICIPALITY OR RESPECTIVE UTILITY AUTHORITY.
5.
THE CONTRACTOR MUST PROTECT CONCRETE UNTIL CONCRETE IS CURED. DAMAGED AND VANDALIZED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6.
RECYCLED AGGREGATE (CONCRETE OR ASPHALT) MUST BE NJDOT APPROVED. CONTRACTOR MUST PROVIDE DOCUMENTATION FOR APPROVED MATERIAL PRIOR TO PLACEMENT.
7.
THE CONTRACTOR SHALL RESET ALL RAILINGS, GATES AND FENCES AS REQUIRED TO COMPLETE THE PROPOSED IMPROVEMENTS.
8.
THE CONTRACTOR IS RESPONSIBLE TO REPLACE/RESET ANY SPRINKLERS DAMAGED/DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ACCESS TO RESIDENCES AND BUSINESSES:
1.
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF THE PROJECT.
2.
DURING DEMOLITION AND IMMEDIATELY AFTER POURING CONCRETE, THE CONTRACTOR MUST PLACE WOOD PLANKS, AT LEAST TWO (2) FT. WIDE, AT EACH ADJACENT BUILDING ENTRANCE TO ALLOW FOR SAFE
ACCESS. PEDESTRIANS CANNOT BE EXPECTED TO CROSS OVER STONE, DIRT OR OTHER DEMOLISHED MATERIAL WITHOUT PLANKS. THE CONTRACTOR WILL NOT BE PERMITTED TO LEAVE THE SITE WITHOUT PLACING
WOODEN ACCESS PLANKS TO PROVIDE SAFE ACCESS TO RESIDENCES AND BUSINESSES.
3.
THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN DENSE GRADED AGGREGATE OR HOT MIX
ASPHALT TO PROVIDE A RIDING SURFACE FOR VEHICLE ACCESS TO EACH PROPERTY DURING CONSTRUCTION.
4.
THE CONTRACTOR MUST ASSURE ACCESS FOR EMERGENCY VEHICLES AND GARBAGE COLLECTION VENDORS FOR THE DURATION OF THE PROJECT.
5.
THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBLE CURB RAMPS WITH HAND RAILS WHEN EXISTING ACCESSIBLE ACCESS IS REMOVED OR LIMITED DUE TO CONSTRUCTION.
6.
NO SEPARATE PAYMENT SHALL BE MADE FOR THE PROVISION OF SAFE PEDESTRIAN AND VEHICULAR ACCESS AS DESCRIBED ABOVE AND AS DIRECTED IN THE FIELD BY THE ENGINEER
FINAL CLEAN UP AND PROJECT ACCEPTANCE:
1.
PRIOR TO FINAL ACCEPTANCE, ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NEW JERSEY LICENSED LAND SURVEYOR AT NO ADDITIONAL COST
TO THE OWNER.
2.
THE CONTRACTOR MUST REPLACE ANY DAMAGED CONCRETE CURB AND SIDEWALK BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER.
3.
ALL AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER PRIOR TO PROJECT ACCEPTANCE.
4.
ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY TOPSOILING, SEEDING, FERTILIZING AND MULCHING.
QUANTITIES:
H
Y
D
LINCOLN AVENUE
(50' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
N36° 53' 07.77"E
1182.13
N: 662084.87
E: 545551.41
H
Y
D
RETFORD AVENUE
(60' WIDE PER TAX MAP)
GROVE STREET
(66' WIDE PER TAX MAP)
6+00
7+00
8+00
9+00
10+00
N36° 53' 07.77"E
1182.13
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-3-DEMO-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- RETFORD AVENUE
3
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 5+50 - THIS SHEET
MATCHLINE - STA. 10+50 - SHEET 4
CHERRY STREET
(50' WIDE PER TAX MAP)
CHESTNUT STREET
(66' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
11+00
12+00
12+82
N36° 53' 07.77"E
1182.13
N: 663030.38
E: 546260.95
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-4-DEMO-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
EXISTING CONDITIONS PLAN
- RETFORD AVENUE
4
MATCHLINE - STA. 10+50 - SHEET 3
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
PC: 2+60.28
PT: 2+93.34
PC: 5+39.42
N: 670255.97
E: 542128.10
L=
33
.
0
6
,
R=2
50.
0
0
S80° 48' 54.47"E
160.28
S88° 23' 29.50"E
246.08
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-5-DEMO-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- NOMAHEGAN ROAD
& NOMAHEGAN COURT
5
MATCHLINE - STA. 5+50 - SHEET 6
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
PT: 5+93.73
PC: 8+37.33
PT: 11+21.73
N: 670061.65
E: 543065.79
L=54.31, R=360.00
L=2
8
4.
40
, R
=18
0
.
0
0
N82° 57' 52.66"E
243.60
S06° 30' 23.57"E
33.09
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DEMO
C\CDT0083\Engineering\Site Plans\C-DEMO.dwg\C-6-DEMO-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
20
20
40
SCALE : 1" = 20'
0
N
S
E
W
NORTH
EXISTING CONDITIONS PLAN
- NOMAHEGAN ROAD &
NOMAHEGAN COURT
6
MATCHLINE - STA. 5+50 - SHEET 5
H
Y
D
LINCOLN AVENUE
(50' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
4+00
MEET EXISTING
MEET EXISTING
MEET EXISTING
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
FULL HEIGHT CURB,
4" CURB REVEAL (TYP.)
GRANITE BLOCK
CURB (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
DEPRESSED CURB, 2"
CURB REVEAL (TYP.)
LIMIT OF DISTURBANCE (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
CAUTION FENCE (TYP.)
'B' INLET S-1
GR: 65.35
INV.(OUT): 63.22 (P-1)
'B' INLET S-2
GR: 64.93
INV.(IN): 62.77 (P-1)
INV.(OUT): 62.77 (P-2)
190 L.F. 12" RCP @
0.24% (P-1)
36' (TYP.)
INLET FILTER (TYP.)
PAVEMENT RESTORATION (TYP.):
-
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
-
HOT MIX ASPHALT BASE COURSE, 6" THICK
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
24" W (TYP.)
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.67%
0.20%
0.17%
0.28%
GBS: 1+21.60
GBE: 66.01
GBS: 3+60.81
GBE: 65.19
GBS: 4+68.63
GBE: 64.98
1+00
66.70
65.84
65.83
2+00
65.63
65.64
65.50
65.50
3+00
65.38
65.36
65.23
65.22
4+00
65.13
65.11
64.98
65.01
5+00
64.94
64.92
5+24.79
64.93
64.88
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 1+21.60
GBS: 1+62.12
GBE: 65.74
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
1.05%
0.11%
0.49%
0.36%
0.31%
GBS: 1+00.00
GBE: 66.23
GBS: 2+50.28
GBE: 65.50
GBS: 3+96.30
GBE: 65.05
1+00
66.23
66.23
65.87
65.89
2+00
65.73
65.68
65.51
65.50
3+00
65.39
65.35
65.20
65.19
4+00
65.05
65.04
65.06
64.99
5+00
64.98
64.93
5+00.5
64.97
64.93
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 1+00.00
GBS: 1+69.38
GBE: 65.79
GBS: 1+16.91
GBE: 66.05
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-7-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
7
MATCHLINE - STA. 5+50 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
H
Y
D
RETFORD AVENUE
(60' WIDE PER TAX MAP)
GROVE STREET
(66' WIDE PER TAX MAP)
6+00
7+00
8+00
9+00
10+00
6+00
7+00
8+00
9+00
10+00
5+00
6+00
7+00
8+00
9+00
10+00
MATCH EXISTING
CURB HEIGHT
MEET EXISTING
DETECTABLE WARNING
SURFACE (TYP.)
CAUTION FENCE (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
RESET PAVER SIDEWALK (TYP.)
DEPRESSED CURB, 2"
CURB REVEAL (TYP.)
FULL HEIGHT CURB,
4" CURB REVEAL (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
LIMIT OF DISTURBANCE (TYP.)
MEET EXISTING
MEET EXISTING
'B' INLET S-3
GR: 64.53
INV.(IN): 62.38 (P-2)
INV.(OUT): 62.38 (P-3)
'B' INLET S-4
GR: 64.15
INV.(IN): 61.87 (P-3)
INV.(OUT): 61.87 (P-4)
193 L.F. 12" RCP @
0.20% (P-2)
219 L.F. 12" RCP @
0.23% (P-3)
193 L.F. 12" RCP @
0.10% (P-4)
BC 63.62
BC 63.69
TC 63.69
G 63.74
G 63.77
G 63.80
G 63.68
G 63.66
TC 63.62
G 63.89
G 63.86
G 63.91
G 63.88
BC 63.55
TC 63.61
BC 63.61
TC 63.55
36' (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
INLET FILTER (TYP.)
PAVEMENT RESTORATION (TYP.):
-
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
-
HOT MIX ASPHALT BASE COURSE, 6" THICK
TEST PIT OVER EXISTING UTILITY
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
6" W (TYP.)
BOTTOM OF STORM PIPE (P-3): 61.73
TOP OF SANITARY SEWER PIPE (E3): 59.75
G 63.83
MEET EXISTING
G 63.93
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.22%
0.15%
GBS: 7+61.33
GBE: 64.37
5+24.79
64.93
64.88
64.94
64.84
6+00
64.76
64.73
64.64
64.62
7+00
64.48
64.50
64.49
64.39
8+00
64.23
64.31
64.14
64.24
9+00
64.08
64.16
64.00
64.09
10+00
64.03
64.02
10+24.79
63.99
63.98
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 5+59.04
GBE: 64.82
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
9+02.90
64.01
64.01
63.79
63.93
10+00
63.89
63.84
10+00.51
63.88
63.84
PROPOSED GUTTERLINE
PROFILE (TYP.)
MEET EXISTING
STA 9+02.90
0.18%
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
0.37%
0.26%
GBS: 5+12.56
GBE: 64.92
GBS: 6+48.08
GBE: 64.41
GBS: 8+18.29
GBE: 63.97
5+00.51
64.97
64.93
64.86
64.78
6+00
64.70
64.59
64.41
64.41
7+00
64.35
64.28
64.23
64.15
8+00
64.07
64.01
8+18.29
63.97
63.97
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 8+18.29
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-8-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
8
MATCHLINE - STA. 10+50 - SHEET 9
MATCHLINE - STA. 5+50 - SHEET 7
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CHERRY STREET
(50' WIDE PER TAX MAP)
CHESTNUT STREET
(66' WIDE PER TAX MAP)
RETFORD AVENUE
(60' WIDE PER TAX MAP)
11+00
12+00
12+82
11+27
11+00
11+23
11+00
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
MEET EXISTING
MEET EXISTING
'B' INLET S-5
GR: 63.87
INV.(IN): 61.67 (P-4)
INV.(OUT): 61.67 (P-5)
3' X 3' MH BOX
RIM: 64.29
INV.(IN): 61.61 (P-5)
INV.(OUT): 61.61 (P-6)
43 L.F. 12" RCP @
0.14% (P-5)
19 L.F. 12" RCP @
0.16% (P-6)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
BC 63.57
TC 63.57
BC 63.53
TC 63.53
G 63.96
G 63.90
G 64.02
G 63.96
ADA CURB
RAMP TYPE 4
36' (TYP.)
DETECTABLE WARNING
SURFACE (TYP.)
FLUSH 9" X 18" CONCRETE
VERTICAL CURB (TYP.)
D
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
CONCRETE SIDEWALK
4" THICK (TYP)
6" W (TYP.)
EXISTING 'B' INLET
GR: 63.43
INV.(IN): 61.58 (P-6)
INV.(OUT): 61.58 (EXIST. 12" RCP)
PROFILE OF RETFORD AVENUE NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
GBS: 11+18.67
GBE: 63.84
GBS: 11+18.67
GBE: 63.84
10+24.79
63.99
63.98
63.94
63.94
11+00
63.87
63.87
11+27
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 11+18.67
0.15%
PROFILE OF RETFORD AVENUE SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
63
65
70
63
65
70
GBS: 10+67.72
GBE: 63.71
GBS: 11+23.25
GBE: 63.47
10+00.51
63.88
63.84
63.74
63.75
11+00
63.62
63.57
11+24
PROPOSED GUTTERLINE
PROFILE (TYP.)
MEET EXISTING
STA 11+23.25
0.44%
0.18%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-9-LAYOUT-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
RETFORD AVENUE
9
MATCHLINE - STA. 10+50 - SHEET 8
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 1+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.56
9.86%
TC:66.33
14.15%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 1+68.14
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.38
15.38%
TC:66.21
14.96%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:66.22
10.10%
TC:66.05
15.69%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.85
5.97%
TC:65.74
13.89%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+68.59
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.95
-4.82%
TC:65.69
16.71%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 2+91.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.87
0.81%
TC:65.79
9.19%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.67
7.07%
TC:65.77
8.47%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+18.51
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.61
0.67%
TC:65.72
5.24%
TYPICAL CROSS SECTION OF RETFORD AVENUE
CENTERLINE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
TC:XX.XX
TC:XX.XX
ROADWAY WIDTH
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
GRANITE BLOCK
CURB, 4" (FULL
HEIGHT CURB)
GRANITE BLOCK CURB,
2" (DEPRESSED CURB
AT DRIVEWAYS)
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 6" THICK (TYP.)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-10-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
10
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.69
6.57%
TC:65.46
5.85%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 3+67.92
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.63
2.50%
TC:65.58
2.52%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.53
3.06%
TC:65.33
10.38%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
4.94%
5.55%
TC:65.21
TC:65.40
0.60%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.33
8.35%
TC:65.14
9.86%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+26.86
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
10.00%
0.28%
TC:65.13
TC:65.26
3.33%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.27
5.78%
TC:65.22
5.63%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 5+76.56
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.21
7.41%
TC:65.00
11.14%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 4+66.52
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
-1.48%
-2.31%
TC:65.19
TC:65.37
3.06%
1.00%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-11-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
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.
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
11
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+17.17
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
4.93%
9.00%
TC:64.88
TC:65.09
2.38%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
8.91%
4.93%
TC:64.76
TC:64.84
4.75%
8.27%
1.00%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+86.50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.62
3.24%
TC:64.93
-0.86%
2.68%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.75
-0.46%
TC:64.90
-0.35%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+28
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.50
5.46%
TC:64.67
6.42%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.62
6.95%
TC:64.79
3.37%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+57.91
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.59
9.55%
TC:64.77
-0.10%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 7+85.78
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.52
23.17%
TC:64.54
8.37%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:65.12
2.41%
TC:65.12
4.33%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-12-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
12
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+32
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.40
2.13%
TC:64.47
4.17%
11.98%
1.00%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.35
-1.16%
TC:64.61
2.21%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+86.21
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.39
1.33%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.54
4.04%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+15.91
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.35
11.59%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.47
6.66%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 9+64.69
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.33
-5.06%
TC:64.28
8.91%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.27
0.46%
TC:64.39
1.49%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.48
15.16%
TC:64.69
1.63%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-13-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
13
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.18
3.38%
TC:64.32
15.39%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+94.35
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.10
3.69%
TC:64.26
7.17%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 11+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.09
3.43%
TC:64.25
7.53%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 11+14.98
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:63.89
5.96%
TC:64.23
6.29%
CROSS SECTION OF RETFORD AVENUE CENTERLINE
STATION: 10+41.51
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
60
65
70
60
65
70
0
10
20
30
40
0
-10
-20
-30
-40
TC:64.02
5.08%
TC:64.33
12.19%
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-RETF
C\CDT0083\Engineering\Site Plans\C-LAYT-RETF.dwg\C-14-XSEC-RETF By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
RETFORD AVENUE
14
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
3+21
LOM/LOP
'B' INLET S-1
GR: 70.60
INV.(OUT): 68.64 (P-1)
'B' INLET S-2
GR: 70.74
INV.(IN): 68.28 (P-1)
INV.(OUT): 68.29 (P-2)
29 L.F. 15" RCP @
1.25% (P-1)
205 L.F. 15" RCP @
1.69% (P-2)
71
70
71
LOM/LOP
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CAUTION FENCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TY
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.87
C
P
A
RESET STORM
INLET GRATE:
RESET PAVER
SIDEWALK
LOM/LOP
RESET BLUE
STONE SIDEWALK
TAPER TOP WIDTH OF PROPOSED ROLLED
ASPHALT CURB TO MATCH TOP WIDTH OF
PROPOSED CONCRETE CURB
9" X 18" CONCRETE VERTICAL CURB
LIMIT OF DISTURBANCE (TYP.)
ROLLED ASPHALT CURB,
4" CURB REVEAL (TYP.)
73
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
INLET FILTER (TYP.)
MILL AND PAVE
(TYP.) (BASE BID)
CAUTION FENCE (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
29'
BC 72.96
TC 73.29
CONTRACTOR SHALL ENSURE DRAINAGE
PATTERN FOLLOWS DEPICTED FLOW ARROWS
CURB PIECE
TEST PIT OVER EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
BC 73.05
TC 73.42
INV. M.E.
INV. M.E.
20 LF 8" SAN. DIP, CLASS 52
@ EXISTING SLOPE
BOTTOM OF STORM PIPE (P-1): 68.32
TOP OF SANITARY SEWER PIPE (E23): 68.16
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
1+00
70.95
2+00
71.19
71.22
71.35
71.43
3+00
71.18
71.23
70.96
71.02
4+00
70.88
70.82
70.72
70.61
5+00
70.44
70.41
5+50
70.30
70.29
PROPOSED PROFILE (TYP.)
0.41%
1.47%
MEET EXISTING
STA 1+65.69
LOW POINT ELEV = 70.29
LOW POINT STA = 5+42.91
PVI STA: 5+68.39
PVI ELEV: 70.12
K: 88.93
LVC: 123.27
BVCS: 5+14.60
BVCE: 70.35
LP ELEV
70.29
HIGH POINT ELEV = 71.47
HIGH POINT STA = 2+37.06
PVI STA: 2+19.66
PVI ELEV: 71.56
K: 38.06
LVC: 71.69
BVCS: 1+74.66
BVCE: 70.90
EVCS: 2+46.35
EVCE: 71.45
HP ELEV
71.47
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-15-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
NOMAHEGAN ROAD &
NOMAHEGAN COURT
15
MATCHLINE - STA. 5+50 - SHEET 16
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
'B' INLET S-3
GR: 70.95
INV.(IN): 68.35 (P-4)
INV.(OUT): 68.35 (P-3)
'B' INLET S-4
GR: 70.73
INV.(OUT): 68.64 (P-4)
29 L.F. 15" RCP @
1.00% (P-4)
127 L.F. 15" RCP @
0.96% (P-3)
71
71
LOM/LOP
MEET EXISTING CONCRETE CURB.
PROPOSED ROLLED ASPHALT CURB, TOP
OF CURB WIDTH, SHALL MATCH EXISTING
CONCRETE CURB, TOP OF CURB WIDTH.
CAUTION FENCE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET FILTER (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TYP.)
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.55
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 71.93
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.76
RESET STORM SEWER
INLET GRATE: 69.60
EXISTING 'B' INLET
GR: 69.55
INV.(IN): 64.84 (P-2)
INV.(IN): 64.84 (P-3)
INV.(IN): 64.89 (EXIST. 15" PVC)
INV.(OUT): 64.84 (EXIST. 15" CPP)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
RESET STORM SEWER
INLET GRATE: 69.59
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
71
71
CURB PIECE (NJDEP TYPE "N") (TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
TEST PIT OVER
EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
29'
BOTTOM OF STORM PIPE (P-4): 68.27
TOP OF SANITARY SEWER PIPE (E39): 67.41
20 LF 10" SAN. DIP, CLASS 52
@ EXISTING SLOPE
INV. M.E.
INV. M.E.
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING. RIM: 69.81
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD CENTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0.63%
0.97%
0.62%
GBS: 7+15.52
GBE: 71.56
GBS: 11+08.25
GBE: 70.46
HIGH POINT ELEV = 72.07
HIGH POINT STA = 8+20.28
PVI STA: 8+25.30
PVI ELEV: 72.24
K: 86.58
LVC: 108.06
BVCS: 7+77.11
BVCE: 71.94
EVCS: 8+85.17
EVCE: 71.86
HP ELEV
72.07
LOW POINT ELEV = 70.29
LOW POINT STA = 5+42.91
PVI STA: 5+68.39
PVI ELEV: 70.12
K: 88.93
LVC: 123.27
EVCS: 6+37.87
EVCE: 70.80
5+50
70.30
70.29
6+00
70.43
70.50
7+00
71.40
71.41
71.73
71.77
8+00
71.92
72.04
71.98
72.03
9+00
71.78
71.77
71.46
71.46
10+00
71.00
71.14
70.72
70.83
11+00
70.56
70.51
70.19
11+55.10
PROPOSED PROFILE (TYP.)
MEET EXISTING
STA 11+08.25
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-16-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
DIMENSION PLAN -
NOMAHEGAN ROAD &
NOMAHEGAN COURT
16
MATCHLINE - STA. 5+50 - SHEET 15
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
H
Y
D
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
1+64
2+00
3+00
4+00
5+00
1+65
2+00
3+00
4+00
5+00
'B' INLET S-1
GR: 70.60
INV.(OUT): 68.64 (P-1)
'B' INLET S-2
GR: 70.74
INV.(IN): 68.28 (P-1)
INV.(OUT): 68.29 (P-2)
29 L.F. 15" RCP @
1.25% (P-1)
205 L.F. 15" RCP @
1.69% (P-2)
71
70
71
LOM/LOP
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
CAUTION FENCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (T
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.87
RESET STORM
INLET GRATE
RESET PAVER
SIDEWALK
LOM/LOP
RESET BLUE
STONE SIDEWALK
ROLLED ASPHALT CURB,
4" CURB REVEAL (TYP.)
MILL AND PAVE
(TYP.) (BASE BID)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
29'
CURB PIECE
TEST PIT OVER EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
INV. M.E.
INV. M.E.
20 LF 8" SAN. DIP, CLASS 52
@ EXISTING SLOPE
BOTTOM OF STORM PIPE (P-1): 68.32
TOP OF SANITARY SEWER PIPE (E23): 68.16
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
68
70
75
68
70
75
2.12%
0.99%
0.41%
1+63.82
70.15
2+00
70.97
70.95
71.40
71.15
3+00
70.96
70.95
70.73
70.74
4+00
70.65
70.54
70.72
70.34
5+00
70.31
69.99
5+48.08
70.03
69.58
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 1+64.95
GBE: 70.25
GBS: 4+76.00
GBE: 70.23
HIGH POINT ELEV = 71.23
HIGH POINT STA = 2+28.60
PVI STA: 2+14.34
PVI ELEV: 71.30
K: 20.15
LVC: 51.00
BVCS: 1+82.58
BVCE: 70.62
EVCS: 2+33.58
EVCE: 71.22
HP ELEV
71.23
LOW POINT ELEV = 69.58
LOW POINT STA = 5+50.12
PVI STA: 5+62.94
PVI ELEV: 69.37
K: 57.40
LVC: 130.29
BVCS: 5+33.36
BVCE: 69.66
MEET EXISTING
STA 1+64.95
PROFILE OF NOMAHEGAN ROAD SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
68
70
75
68
70
75
1.14%
0.83%
0.42%
1+64.81
70.66
2+00
71.05
70.91
3+00
71.09
70.83
4+00
70.53
70.41
5+00
70.04
69.81
5+51.91
69.61
69.56
71.05
71.04
70.58
70.62
70.31
70.20
69.68
69.56
PROPOSED GUTTERLINE
PROFILE (TYP.)
GBS: 1+65.45
GBE: 70.52
GBS: 4+55.27
GBE: 70.18
HIGH POINT ELEV = 71.13
HIGH POINT STA = 2+27.25
PVI STA: 2+21.02
PVI ELEV: 71.16
K: 30.43
LVC: 47.56
BVCS: 1+82.81
BVCE: 70.72
EVCS: 2+30.36
EVCE: 71.12
HP ELEV
71.13
LOW POINT ELEV = 69.56
LOW POINT STA = 5+46.96
PVI STA: 5+58.82
PVI ELEV: 69.32
K: 61.97
LVC: 115.30
BVCS: 5+12.65
BVCE: 69.70
LP ELEV
69.56
MEET EXISTING
STA 1+65.45
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-17-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
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.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
GUTTERLINE PROFILES -
NOMAHEGAN ROAD
17
MATCHLINE - STA. 5+50 - SHEET 18
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
11+73
6+00
7+00
8+00
9+00
10+00
11+00
11+36
6+00
7+00
8+00
9+00
10+00
11+00
'B' INLET S-3
GR: 70.95
INV.(IN): 68.35 (P-4)
INV.(OUT): 68.35 (P-3)
'B' INLET S-4
GR: 70.73
INV.(OUT): 68.64 (P-4)
29 L.F. 15" RCP @
1.00% (P-4)
127 L.F. 15" RCP @
0.96% (P-3)
71
71
LOM/LOP
MEET EXISTING CONCRETE CURB.
PROPOSED ROLLED ASPHALT CURB, TOP
OF CURB WIDTH, SHALL MATCH EXISTING
CONCRETE CURB, TOP OF CURB WIDTH.
CAUTION FENCE (TYP.)
HOT MIX ASPHALT
DRIVEWAY, 6" THICK (TYP.)
GRANITE BLOCK DEPRESSED
CURB, 2" CURB REVEAL (TYP.)
ROLLED ASPHALT CURB, 4" CURB
REVEAL (BASE BID) (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET FILTER (TYP.)
ASPHALT ROAD CONSTRUCTED VIA MILL AND
PAVE, ASPHALT OVERLAY OR FULL DEPTH
RECONSTRUCTION (AS REQUIRED - TYP.)
INLET FILTER (TYP.)
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.55
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 71.93
RESET MANHOLE, SANITARY SEWER,
USING EXISTING CASTING. RIM: 70.76
RESET STORM SEWER
INLET GRATE: 69.60
EXISTING 'B' INLET
GR: 69.55
INV.(IN): 64.84 (P-2)
INV.(IN): 64.84 (P-3)
INV.(IN): 64.89 (EXIST. 15" PVC)
INV.(OUT): 64.84 (EXIST. 15" CPP)
CORE DRILL TO EXISTING INLET.
PROVIDE WATERTIGHT CONNECTION
AS PER ASTM C-923 (TYP.)
RESET STORM SEWER
INLET GRATE: 69.59
TOPSOILING, FERTILIZING, SEEDING
AND STRAW MULCHING (TYP.)
HP
CONCRETE DRIVEWAY,
REINFORCED 6" THICK (TYP.)
71
71
CURB PIECE (NJDEP TYPE "N") (TYP.)
BICYCLE SAFE GRATE
(PHASE II STORMWATER
COMPLIANT GRATE) (TYP.)
TEST PIT OVER
EXISTING UTILITY
GRANITE BLOCK CURB, 4" CURB
REVEAL (ALTERNATE BID 'A') (TYP.)
29'
BOTTOM OF STORM PIPE (P-4): 68.27
TOP OF SANITARY SEWER PIPE (E39): 67.41
20 LF 10" SAN. DIP, CLASS 52
@ EXISTING SLOPE
INV. M.E.
INV. M.E.
RESET MANHOLE, SANITARY SEWER,
USING NEW CASTING. RIM: 69.81
CONCRETE CRADLE UNDER PROPOSED
STORM PIPE, REFER TO DETAILS
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
75
69
70
75
1.18%
0.43%
8+50
71.58
71.88
9+00
71.57
71.54
70.88
70.99
10+00
70.69
70.71
70.74
70.49
11+00
70.38
70.28
11+50
69.92
GBS: 9+58.27
GBE: 70.89
GBS: 11+32.59
GBE: 70.14
HIGH POINT ELEV = 71.92
HIGH POINT STA = 8+33.13
PVI STA: 8+52.80
PVI ELEV: 72.13
K: 67.15
LVC: 123.66
EVCS: 9+30.29
EVCE: 71.22
PROPOSED GUTTERLINE PROFILE (TYP.)
MEET EXISTING
STA 11+32.59
PROFILE OF NOMAHEGAN ROAD SOUTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
69
70
1.03%
0.60%
5+51.91
69.61
69.56
6+00
70.29
69.79
70.32
70.26
7+00
70.88
70.78
71.50
71.28
8+00
71.78
71.67
71.61
71.53
9+00
71.43
71.23
71.56
70.93
10+00
70.64
70.63
70.46
70.32
11+00
70.13
70.02
11+35.89
PROPOSED GUTTERLINE
PROFILE (TYP.)
73
73
GBS: 11+02.76
GBE: 70.01
HIGH POINT ELEV = 71.72
HIGH POINT STA = 8+12.73
PVI STA: 8+01.14
PVI ELEV: 71.82
K: 61.01
LVC: 99.62
BVCS: 7+23.49
BVCE: 71.02
EVCS: 8+23.11
EVCE: 71.69
HP ELEV
71.72
MEET EXISTING
STA 11+02.76
LOW POINT ELEV = 69.56
LOW POINT STA = 5+46.96
PVI STA: 5+58.82
PVI ELEV: 69.32
K: 61.97
LVC: 115.30
EVCS: 6+27.94
EVCE: 70.03
PROFILE OF NOMAHEGAN ROAD NORTHERN GUTTERLINE
HORIZONTAL : 1" = 20'
VERTICAL : 1" = 2'
69
70
75
69
70
75
1.28%
0.66%
5+48.08
70.03
69.58
6+00
70.10
69.94
7+00
71.29
71.11
8+00
71.53
71.79
8+50
71.58
71.88
70.08
69.58
70.92
70.48
71.60
71.45
PROPOSED GUTTERLINE PROFILE (TYP.)
GBS: 7+01.47
GBE: 71.13
HIGH POINT ELEV = 71.92
HIGH POINT STA = 8+33.13
PVI STA: 8+52.80
PVI ELEV: 72.13
K: 67.15
LVC: 123.66
BVCS: 8+06.64
BVCE: 71.83
HP ELEV
71.92
LOW POINT ELEV = 69.58
LOW POINT STA = 5+50.12
PVI STA: 5+62.94
PVI ELEV: 69.37
K: 57.40
LVC: 130.29
EVCS: 6+63.64
EVCE: 70.65
LP ELEV
69.58
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-18-LAYOUT-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
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.
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.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
GUTTERLINE PROFILES -
NOMAHEGAN ROAD
18
MATCHLINE - STA. 5+50 - SHEET 18
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
SOIL EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1.
THIS PROJECT IS EXEMPT FROM SOIL DE-COMPACTION REMEDIATION AND
TESTING AS IT IS LOCATED IN AN URBAN REDEVELOPMENT AREA.
20
20
40
SCALE : 1" = 20'
0
0
HORIZONTAL
VERTICAL
2
2
4
SCALE : 1" = 2'
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 1+72.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.10%
-1.81%
-3.10%
-1.81%
TC:70.95
TC:70.59
4.31%
5.73%
70.86
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.86%
-2.16%
-1.86%
-2.16%
TC:71.25
TC:71.29
1.44%
1.35%
71.19
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+39.94
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.89%
-2.66%
-1.89%
-2.66%
TC:71.25
TC:71.53
0.90%
3.84%
71.37
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 2+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.95%
-2.73%
-1.95%
-2.73%
TC:71.38
TC:71.49
0.97%
0.48%
71.35
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 3+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.89%
-2.81%
-1.89%
-2.81%
TC:71.16
TC:71.12
6.25%
0.43%
71.18
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 3+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.88%
-2.83%
-1.88%
-2.83%
TC:70.95
TC:71.09
0.51%
0.55%
70.96
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.87%
-2.86%
-1.87%
-2.86%
TC:70.57
TC:70.72
0.59%
2.04%
70.88
TYPICAL CROSS SECTION OF NOMAHEGAN ROAD
CENTERLINE ALIGNMENT
STATION: XX+XX.XX
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
XX
XX
XX
XX
XX
XX
0
10
20
30
0
-10
-20
-30
TC:XX.XX
TC:XX.XX
EXIST.ELEV.
ROADWAY WIDTH
NOTE: THE BELOW SECTION REPRESENTS THE MINIMUM FINAL SECTION THAT SHOULD BE
ACHIEVED. THE CONTRACTOR SHOULD ATTAIN THIS SECTION VIA A COMBINATION OF
EXISTING ASPHALT AND DENSE GRADED AGGREGATE BASE AND PROPOSED ASPHALT AND
DENSE GRADED AGGREGATE BASE. THE PROPOSED CROSS SECTIONS DEPICTED ON THESE
PLANS ARE FOR GRADING PURPOSES AND MAY NOT DISPLAY ALL OF THE PROPOSED
ASPHALT AND DENSE GRADED AGGREGATE BASE NEEDED TO ACHIEVE THE FINAL SECTION.
ROLLED ASPHALT
CURB, 4" (FULL
HEIGHT CURB)
GRANITE BLOCK CURB,
2" (DEPRESSED CURB
AT DRIVEWAYS)
DENSE GRADED AGGREGATE
BASE COURSE, 6" THICK (TYP.)
HOT MIX ASPHALT 19 M 64
BASE COURSE, 4" THICK (TYP.)
HOT MIX ASPHALT 9.5 M 64
SURFACE COURSE, 2" THICK (TYP.)
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.86%
-2.88%
-1.86%
-2.88%
TC:70.53
TC:70.68
11.37%
5.95%
70.72
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-19-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
19
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 4+86.42
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.20%
-3.84%
-2.20%
-3.84%
TC:70.08
TC:70.31
2.91%
0.83%
70.53
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.75%
-4.23%
-2.75%
-4.23%
TC:70.13
TC:70.35
26.38%
4.20%
70.44
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.92%
-5.01%
-4.92%
-5.01%
TC:69.91
TC:69.92
19.74%
31.99%
70.30
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 5+85.29
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.37%
-4.79%
-4.37%
-4.79%
TC:69.88
TC:69.95
3.70%
2.87%
70.41
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-4.07%
-4.66%
-4.07%
-4.66%
TC:70.16
TC:70.24
15.64%
15.52%
70.43
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.36%
-4.25%
-3.36%
-4.25%
TC:70.47
TC:70.77
0.91%
15.27%
70.80
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 6+68.26
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.03%
-4.18%
-3.03%
-4.18%
TC:70.66
TC:70.83
0.20%
3.07%
71.01
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 7+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.37%
-4.05%
-2.37%
-4.05%
TC:71.16
TC:71.40
18.21%
-6.21%
71.40
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 7+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.38%
-3.16%
-2.38%
-3.16%
TC:71.48
TC:71.60
5.38%
0.92%
71.73
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-20-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
20
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.97%
-2.39%
-1.97%
-2.39%
TC:72.04
TC:72.10
8.24%
3.02%
71.92
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+23.07
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.25%
-2.82%
-1.25%
-2.82%
TC:71.83
TC:72.23
0.58%
0.66%
71.97
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+40.54
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-0.94%
-3.39%
-0.94%
-3.39%
TC:71.90
TC:72.09
12.66%
-10.39%
72.00
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 8+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-0.93%
-3.61%
-0.93%
-3.61%
TC:71.85
TC:72.23
16.95%
14.13%
71.98
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-1.67%
-3.75%
-1.67%
-3.75%
TC:71.40
TC:71.87
2.25%
1.01%
71.78
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.64%
-3.46%
-3.64%
-3.46%
TC:71.30
TC:71.10
12.94%
0.50%
71.46
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 9+75.07
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.52%
-3.32%
-3.52%
-3.32%
TC:71.16
TC:70.96
9.76%
-3.84%
71.24
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+00
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-3.25%
-3.18%
-3.25%
-3.18%
TC:71.02
TC:71.01
10.24%
1.03%
71.00
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+50
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.69%
-2.96%
-2.69%
-2.96%
TC:70.57
TC:70.78
9.50%
11.22%
70.72
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-21-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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.
.
.
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.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
21
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+61.89
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.54%
-2.90%
-2.54%
-2.90%
TC:70.51
TC:70.55
11.17%
0.75%
70.70
CROSS SECTION OF NOMAHEGAN ROAD CENTERLINE
STATION: 10+86.23
HORIZONTAL : 1" = 10'
VERTICAL : 1" = 2'
65
70
75
65
70
75
0
10
20
30
40
0
-10
-20
-30
-40
-2.29%
-2.74%
-2.29%
-2.74%
TC:70.54
TC:70.44
17.84%
0.91%
70.64
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-22-XSEC-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CROSS SECTIONS -
NOMAHEGAN ROAD
22
H
Y
D
H
Y
D
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
NOMAHEGAN COURT
(50' WIDE PER TAX MAP)
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
1+00
2+00
3+00
4+00
5+00
1+00
2+00
3+00
3+21
LEGEND
FULL DEPTH RECONSTRUCTION (BASE BID)
FULL DEPTH RECONSTRUCTION (ALTERNATE BID 'A')
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-23-RECONS-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP -
NOMAHEGAN ROAD
23
MATCHLINE - STA. 5+50 - SHEET 20
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
APPROXIMATE LOCATION OF MILL/PAVE
AREA OR ASPHALT OVERLAY AREA (LIMITS
TO BE FIELD VERIFIED BY THE ENGINEER)
H
Y
D
NOMAHEGAN ROAD
(40' WIDE PER TAX MAP)
KENILWORTH BOULEVARD
(80' WIDE PER TAX MAP)
(A.K.A. COUNTY ROUTE 509)
11+55
6+00
7+00
8+00
9+00
10+00
11+00
LEGEND
FULL DEPTH RECONSTRUCTION (BASE BID)
FULL DEPTH RECONSTRUCTION (ALTERNATE BID 'A')
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-LAYT-NOMA
C\CDT0083\Engineering\Site Plans\C-LAYT-NOMA.dwg\C-24-RECONS-NOMA By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
N
S
E
W
NORTH
20
20
40
SCALE : 1" = 20'
0
FULL DEPTH
RECONSTRUCTION MAP -
NOMAHEGAN ROAD
24
MATCHLINE - STA. 5+50 - SHEET 20
APPROXIMATE LOCATION OF FULL DEPTH ASPHALT REPLACEMENT
AREAS (TO BE FIELD VERIFIED BY THE ENGINEER - TYP.):
·
REMOVAL OF PAVEMENT
·
EXCAVATION, UNCLASSIFIED
·
DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
·
HOT MIX ASPHALT 19M64 BASE COURSE
APPROXIMATE LOCATION OF MILL/PAVE
AREA OR ASPHALT OVERLAY AREA (LIMITS
TO BE FIELD VERIFIED BY THE ENGINEER)
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-25-SESC-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SOIL EROSION & SEDIMENT
CONTROL DETAILS
25
4" THICK HMA
BASE COURSE,
MIX I-2 OR 19M64
30'
LENGTH OF STONE REQUIRED
SEE TABLE
COMPACTED SUBGRADE
6" MIN.
EXISTING
GROUND
30'
LENGTH OF STONE REQUIRED
SEE TABLE
MAJOR PUBLIC
RIGHT OF WAY
4" THICK
ASPHALT
EXISTING GROUND
(SEE NOTE 1)
MAJOR PUBLIC
RIGHT OF WAY
PERCENT SLOPE OF
ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0% TO 2%
50 FT
100 FT
2% TO 5%
100 FT
200 FT
> 5%
ENTIRE SURFACE STABILIZED WITH HOT MIX ASPHALT
BASE COURSE, MIX I-2
NOTES:
1.
THE WIDTH OF CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN THE FULL
WIDTH OF POINTS OF INGRESS OR EGRESS, OR AS SHOWN ON THE PLAN.
2.
THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS.
4.
THE ENTRANCE SHALL BE PERIODICALLY TOP DRESSED WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS ON-SITE CONDITIONS REQUIRE.
5.
SPILLED, DROPPED, WASHED, OR TRACKED SEDIMENT ONTO ROADWAYS OR OTHER
IMPERVIOUS SURFACES SHALL BE REMOVED IMMEDIATELY.
6.
WHERE ACCUMULATION OF DUST AND SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER SHALL
BE USED TO CLEAN PAVED AREAS.
7.
ALL OTHER ACCESS POINTS TO THE SITE WHICH DO NOT CONTAIN A CONSTRUCTION
ACCESS PAD SHALL BE BLOCKED OFF.
8.
STONE SIZE PER ASTM C-33, SIZE #2 (2 1
2" TO 1 1
2") OR #3 (2" TO 1") STONE.
9.
INDIVIDUAL INTERIOR LOT INGRESS/EGRESS CONSTRUCTION ACCESS SHALL HAVE # 3 (1"
TO 2") STONE, MINIMUM 10' (L) X 10' (W) AND 6" THICK.
STABILIZED CONSTRUCTION ACCESS
(WITH PAVEMENT) DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-10011
FLOW
2'
MIN.
FILTER FABRIC
MIRAFI 100X OR
EQUIVALENT
NOTES:
1.
GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 4 TO 6 FASTENERS PER POST.
2.
SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
3.
ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR WITHIN 24 HOURS AFTER EACH
RAINFALL. REMOVE THE SILT ACCUMULATION WHEN IT REACHES I/3 OF THE FENCE FABRIC HEIGHT.
4.
FOR EVERY 100 FEET OF SILT FENCE, OR 1/4 ACRE OF DRAINAGE AREA, PROVIDE AN OVERFLOW POINT TO REDUCE PONDING IN
FRONT OF THE FENCE.
5.
IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1.
GRADE
8' O.C.
2' - 6"
6" MIN.
DIG 6" WIDE & DEEP,
BURY BOTTOM 1' OF
FABRIC, TAMP IN PLACE
SILT
2"x2"x4'-6" OAK OR
OTHER HARDWOOD
POSTS (TYP.)
FILTER FABRIC SECURED TO POST
WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN FASTENER
AND FABRIC (3'-0" WIDE)
FENCE POST
(SPACING 8' ON CENTER)
6"
2' MIN.
2' MIN.
10' (SEE NOTE 5)
6"
DRAWSTRING RUNNING
THROUGH FABRIC ALONG
TOP OF FENCE
6"
SILT FENCE DETAIL
NOT TO SCALE
X
11/01/18
MCNJ-SOIL-EROS-11001
INSTALLATION DETAIL
SIDE VIEW INSTALLED
L
W
D
INSERT 1" REBAR TO DUMP LOOP
FOR BAG REMOVAL FROM INLET
OVERFLOW
INLET FILTER BAG
DUMP LOOPS
EXPANSION
RESTRAINT
INLET GRATE
INLET PROTECTION
(FILTER BAG) DETAIL
NOT TO SCALE
X
09/01/17
MCNJ-SOIL-EROS-15001
FLOW
BEDDING DETAIL
FLOW
ANCHORING DETAIL
NOTES:
1.
BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND
IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
2.
EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND
PLACED SO THE BINDINGS ARE HORIZONTAL.
3.
BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES
OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE
SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO
FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE
BALE.
4.
INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
5.
BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
BOUND BALES PLACED ON CONTOUR.
2 RE-BARS, STEEL PICKETS OR 2"X2" STAKES
PLACED 1 1/2' TO 2' IN GROUND. DRIVE STAKES
FLUSH WITH TOP OF BALE.
ANGLE FIRST STAKE TOWARDS
PREVIOUSLY LAID BALE.
4" VERTICAL
FACE
STRAW BALE DIKE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-13001
MULTIPLE TREES
SINGLE TREE
BRANCH PRUNING
NOTES:
1.
PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION
DISTRICT AND/OR MUNICIPAL ENGINEER.
2.
NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
3.
AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED.
4.
AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.
5.
GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION.
6.
BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE.
7.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
8.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE
DRIP LINE.
9.
DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH
TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT
WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT.
10.
TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS
DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR
BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO
AVOID FUTURE SPLITTING DAMAGE.
11.
CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION:
MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES.
CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET.
4' HIGH SNOW FENCE WITH
POST DRIVEN 3' INTO
GROUND AT 5' INTERVALS
FIRST CUT
FINAL CUT
BRANCH COLLAR
SECOND CUT
BRANCH
BARK RIDGE
PRZ
PRZ
PRZ
TEMPORARY TREE PROTECTION DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-21001
DOWNGRADE
SILT FENCE
HEAVY DUTY 5 MIL.
POLYETHYLENE TARP
REQUIRED FOR SOILS
TESTED AT 4.5 PH OR
LOWER.
NOTES:
1.
ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
ROADWAY OR DRAINAGE FACILITY.
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
X
05/01/17
MCNJ-SOIL-EROS-25001
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF SOIL EROSION & SEDIMENT CONTROL MEASURES INCLUDING:
- INLET FILTERS
1 DAY
- CAUTION FENCE
1 DAY
CONSTRUCT IMPROVEMENTS:
- SITE CLEARING
1 WEEK
- COMPLETE MILLING OPERATIONS
2 WEEKS
- INSTALL STORM SEWER STRUCTURES AND PIPES
3 DAYS
- COMPLETE GRADING
1 WEEK
- SIDEWALK
2 DAYS
- INSTALL CURB RAMPS AND CURBING
1 WEEK
- COMPLETE PAVING OPERATIONS
1 WEEK
- UNIFORMLY APPLY TOPSOIL TO AVERAGE DEPTH OF 5",
MINIMUM OF 4", FIRMED IN PLACE
1 DAY
- TOPSOILING, FERTILIZING, SEEDING AND STRAW MULCHING
1 DAY
- REMOVAL OF SOIL EROSION & SEDIMENT CONTROL
1 DAY
MEASURES
NOTE: TOTAL ESTIMATED PROJECT DURATION: 8 WEEKS
THIS SCHEDULE IS FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY.
DUST CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY. (PAGE 5-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN
NEW JERSEY", LATEST EDITION)
VEGETATIVE COVER
SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PAGE 7-1 OF "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW
JERSEY", LATEST EDITION), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PAGE 4-1 OF "STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION), AND PERMANENT STABILIZATION WITH SOD (PAGE 6-1 OF "STANDARDS FOR SOIL
EROSION AND SEDIMENT CONTROL IN NEW JERSEY", LATEST EDITION).
SPRAY-ON ADHESIVES
ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
TILLAGE
TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED
BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART,
AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING
SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS
SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO
CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE
SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A
RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER
PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
STONE
COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
TABLE 16-1: DUST CONTROL MATERIALS
MATERIAL
WATER
DILUTION
TYPE OF NOZZLE
APPLY
GALLONS/ACRE
ANIAONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM) - SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY
ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO
FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (SEE
SEDIMENT BASIN STANDARD (PAGE 26-1 OF "STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY",
LATEST EDITION)
POLYACRYLAMIDE (PAM) - DRY SPRAY
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1200
STOCKPILE
1. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE. NO EXCAVATED
MATERIAL SHALL BE STOCKPILED AND STORED WITHIN THE PROJECT LIMITS.
TOTAL PROJECT AREA OF DISTURBANCE =
42,255 SF OR .97 ACRES
PERMANENT SEEDING SPECIFICATIONS
1.
SITE PREPARATION
A. INSTALL EROSION CONTROL MEASURES AND FACILITIES SUCH AS SILT FENCE,
DIVERSIONS, SEDIMENT BASINS, CHANNEL STABILIZATION, ETC. SEE STANDARDS 11
THROUGH 42.
B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL
EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, MULCH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE IN ACCORDANCE
WITH THE STANDARD FOR LAND GRADING.
2.
SEEDBED PREPARATION
A. APPLY A UNIFORM 5 INCHES (UNSETTLED) OF TOPSOIL IN ACCORDANCE WITH THE
STANDARD FOR TOPSOILING OVER ALL DISTURBED AREAS. SOILS WITH A PH OF 4.0 OR
LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF
12 INCHES OF SOIL HAVING PH OF 5.0 OR MORE IN ACCORDANCE WITH THE
STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL.
B. TOPSOIL SHOULD BE HANDLED ONLY WHEN DRY ENOUGH TO WORK WITHOUT
DAMAGING SOIL STRUCTURE.
C. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST
RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL
SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE
EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY
LIMESTONE IN ACCORDANCE WITH THE TABLE BELOW AND THE RESULTS OF SOIL
TESTING. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR
MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND
SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. THE TABLE BELOW IS
A GENERAL GUIDELINE FOR LIMESTONE APPLICATION RATES.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
SOIL TEXTURE
TONS/ACRE LBS/1,000 SQ. FT.
CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
3
135
SANDY LOAM, LOAM, SILT LOAM
2
90
LOAMY SAND, SAND
1
45
D. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SURFACE
SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS
PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND
UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.)
E. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF APPROXIMATELY 4
INCHES. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ON THE GENERAL
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED IS
PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION
AND OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, CLODS LUMPS
OR OTHER UNSUITABLE MATERIAL.
3.
SEEDING
A. SELECT THE SEED MIXTURE AS SPECIFIED ON THIS SHEET AND APPLY AS NOTED
WITHIN THE DATES SPECIFIED IN THE STANDARD.
B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND,
CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER.
EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE
INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A
DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT
MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL.
C. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK
OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND MOUNTED TANK,
WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND
FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL
NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBERED MULCH MAY BE APPLIED
WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4 MULCHING
BELOW) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND
FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL.
POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND
GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL
EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE
GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY AND IMPROVE SEEDLING
EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR,
SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE
MAXIMIZED.
4.
MULCHING
A. MULCHING IS REQUIRED ON ALL SEEDING.
B. STRAW OR HAY - UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT
HAY TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER
1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID
MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3
TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY
MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE
PRESENCE OF WEED SEED. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY
AFTER PLACEMENT USING PEG AND TWINE, MULCH NETTING, MECHANICAL CRIMPER
OR LIQUID MULCH BINDERS IN ACCORDANCE WITH THE STANDARD.
C. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS
OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED
AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT
MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS MULCH SHALL NOT
BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING
OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A
RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS.
3.
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS
WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTETION
UNTIL SEEDING IS ESTABLISHED.
4.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR
SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION LAST REVISED
JANUARY 2014.
5.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING
AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS,
DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE
SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR PRELIMINARY GRADING.
6.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE NJ STATE
STANDARDS.
7.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
8.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6’’PAD OF 1
1/2” OR 2” STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL
SITE DISTURBANCE.
9.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING
48 HOURS IN ADVANCE OF NAY LAND DISTURBING ACTIVITY.
10.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A
SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED. TOP SOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK
WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF
5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES.
11.
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE
ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND
SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE
WORK FOR SITE PLANS AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS,
WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF
COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS
PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13.
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS
TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT
NJ STATE SOIL EROSION & SEDIMENT CONTROL STANDARDS.
14.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY
CHANGES IN OWNERSHIP.
15.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL
REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON
PROHIBITS SEEDING.
16.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE
OF CONSTRUCTION PROJECT.
17.
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT
PROBLEMS THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST
OF THE SOMERSET-UNION SOIL CONSERVATION DISTRICT.
18.
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER,
LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY,
GOOD SEED TO SOIL CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON
COMPLETION OF SEEDING OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE
OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS OPPOSED TO
STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ STANDARDS.
SOMERSET-UNION SOIL CONSERVATION
DISTRICT NOTES
MCNJ-SOIL-NOTE-1013
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-26-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
26
PROPOSED CONCRETE CRADLE
TO SUPPORT CROSSING UTILITY
REFER TO PLAN
18"
6" STONE BASE (NJDOT
NO. 57 STONE)
PROPOSED SELECT EXCAVATED
MATERIAL - SEE STORM PIPE
BEDDING DETAIL
PROPOSED STORM PIPE
18"
CONCRETE CRADLE DETAIL
N.T.S.
FINISHED GRADE
EXISTING UTILITY
NOTES:
1.
CONTRACTOR SHALL INSTALL CONCRETE CRADLE WHEN VERTICAL CLEARANCE FROM OUTSIDE OF
PIPE TO OUTSIDE OF PIPE IS LESS THAN 12". NO SEPARATE PAYMENT SHALL BE MADE FOR
INSTALLATION OF CONCRETE CRADLE, INCLUDE COSTS IN VARIOUS ITEMS SCHEDULED IN THE
PROPOSAL.
O.D. + 18" MIN
1/2 O.D.
SELECT EXCAVATED MATERIAL
TO PAVEMENT SECTION
NJDOT NO.
57 STONE
BEDDING TO
SPRINGLINE
1/4 O.D. OR 6" MIN.
D
N.T.S.
RCP PIPE BEDDING DETAIL
PIPE
6"
DENSE GRADED
AGGREGATE
NOTES:
1.
BACKFILL TO BE PLACED SO AS TO ENSURE SUFFICIENT COMPACTION
UNDER PIPE HAUNCHES.
2.
THE PIPE OR UTILITY TRENCH TO BE BACKFILLED IN ACCORDANCE
WITH THE SPECIFICATIONS FOR BACKFILLING. ENSURE THE WIDTH IS
36" MINIMUM OR THE OUTSIDE DIAMETER OF THE PIPE PLUS 18".
PAVEMENT SECTION (REFER TO
PAVEMENT RESTORATION DETAIL)
3'-0"
SECTION A-A
VARIABLE
3' X 3' MANHOLE BOX DETAIL
N.T.S.
4'-0"
3'-0"
7"
VARIABLE
4'-0"
SECTION B-B
IN TERMINAL BASE
MUST BE DISHED
2"
LADDER
RUNGS
12" C.C.
DEPTH OF INVERT
TO BE 0.50 MIN.
THE DIA. OF MAIN
SEWER THROUGH
INLET
FRAME & LID
(SEE NOTE #4)
PIPE TO CONCRETE
STRUCTURE CONNECTOR
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE
OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2.
MANHOLES SHALL BE CONSTRUCTED OF PRECAST CONCRETE.
3.
PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL
REINFORCEMENT, PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS, OR APPROVED EQUIVALENT.
4.
MANHOLES FRAME AND GRATES TO BE CAMPBELL FOUNDARY PATTERN NO. 1230A, SQUARE FLANGE FLARED TYPE
FRAME OR APPROVED EQUAL.
5.
WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE 8" THICK PRECAST CONCRETE AND THE FOOTING SHALL BE
EXTENDED TO 12" BEYOND THE OUTSIDE WALLS.
6.
ALL CONCRETE TO BE NJDOT CLASS "B".
7.
MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-25 LOADING REQUIREMENTS.
6" PRECAST CONCRETE
(SEE NOTE #2 & #5)
DRAINS TO BAY
DRAINS TO RIVER
DUMP NO WASTE
DRAINS TO LAKE
DRAINS TO OCEAN
DRAINS TO RIVER
DRAINS TO WATERWAYS
47-3/4"
21-3/4"
42"
48"
6" OR 8"
AS REQ'D
BY
ENGINEER
5-1/2"
NJ TYPE B
6" OR 8"
AS REQ'D
BY
ENGINEER
30"
36"
5-1/2"
NJ TYPE D
7-1/2"
3"
3D BROOK TROUT DESIGN
48"
54"
6" OR 8"
AS REQ'D BY
ENGINEER
2"
1/2"R. TYP
1"
1-1/2"
1-1/2"
CAMPBELL FOUNDRY COMPANY PATTERN NO, 2618 OR APPROVED EQUAL
1-1/4"
20"
3/8"
3/8"
1-3/8"
2"
NAME PLATE OPTIONS
NOTES:
1. MATERIAL: GRAY CAST IRON ASTM A48-83, CLASS 30B
2. AASHTO HS20-44 HIGHWAY LOADING
3. SUPPLIED WITHOUT SURFACE COATING
N.T.S.
CURB PIECE (TYPE 'N') 6" DETAIL
5"
4"
CURB
SURFACE COURSE
STRUCTURE INTERIOR
SURFACE SHALL
BE SKIM COATED
WITH MORTAR
1/2 " MINIMUM
THICKNESS
REPLACED ANY
MISSING BRICK
OR CMU.
REPAIR INTERIOR OF DRAINAGE STRUCTURE DETAIL
N.T.S.
REMOVE LOOSE MORTAR
AND CONTAMINANTS
LEAVING A CLEAN,
STRUCTURALLY SOUND
SUBSTRATE
N.T.S.
RESET MANHOLE, SANITARY SEWER, USING EXISTING OR NEW CASTING DETAIL
TOP OF NEW PAVEMENT
TACK COAT
PAVEMENT
EXIST.
DENSE-GRADED
EXCAVATION WITH
BACKFILL ENTIRE
AGGREGATE BASE
ADDITIONAL MH
RUNGS AS NEEDED
EXIST. MH WALL
MORTAR OVER EDGE OF FRAME
ADJUST TO REQUIRED GRADE
WITH A MINIMUM OF TWO COURSES
OF BRICK MASONRY OR REINFORCED
CONCRETE GRADING RINGS
NOTES: FRAMES AND COVERS: CAST IRON MINIMUM CLASS 25 CONFORMING TO ASTM A48, AND AS FOLLOWS:
1.
CASTINGS TO BE FREE FROM SCALE, LUMPS, BLISTERS AND SANDHOLES.
2.
MACHINE CONTACT SURFACES TO PREVENT ROCKING.
3.
THOROUGHLY CLEAN AND HAMMER INSPECT.
4.
CAPABLE OF WITHSTANDING AASHTO H-20 LOADING UNLESS OTHERWISE INDICATED OR SPECIFIED.
BITUMINOUS WATERPROOFING MATERIAL:
1.
H.B. TNEMECOL 46-465, BY TNEMEC COMPANY.
2.
AMERCOAT 78HB, BY AMERON INTERNATIONAL.
3.
BITUMASTIC SUPER SERVICE BLACK, BY CARBOLINE OR ACCEPTABLE EQUIVALENT PRODUCT.
4.
OR APPROVED EQUAL.
HOT MIX ASPHALT
WATERPROOFING
CURB
SURFACE COURSE
ADJUST TO GRADE
WITH COURSES OF BLOCK
OR BRICKS, 2' OR LESS
2' OR
LESS
FILL TO TOP OF BASE COURSE
WITH CLASS C CONCRETE
12"
(TYPICAL)
1.
CRACKS SHOULD BE FILLED WITH
NON-SHRINK GROUT.
2.
REFURBISH INSIDE SURFACE OF INLET
WITH MORTAR.
N.T.S.
RESET EXISTING CASTING DETAIL
NOTES:
1.
INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL
BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF
2 INCHES PER FOOT.
2.
PROVIDE COPOLYMER PLASTIC STEEL REINFORCED LADDER RUNGS
3.
INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 2618 OR
APPROVED EQUAL.
4.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0"
MEASURED FROM THE TOP OF GRATE TO INVERT, SHALL BE 12" THICK. THE
FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN
DEPTH.
5.
INSTALL BUTYL RUBBER (ASTM C-990) BETWEEN RISER SECTIONS
PLAN
4'-0"
6" CONCRETE
12"
O.C.
VARIABLE
3'-6"
8"
2"
6"
7"
INVERT
LADDER
RUNGS
FRAME & GRATE
NO. 57 CLEAN
STONE BEDDING
CURB
DEPTH OF SHAPED
INVERT TO BE 0.80
THE DIAMETER OF
THE MAIN LINE
6"
A
A
B
B
6"
INLET, TYPE B DETAIL
N.T.S.
PSX: DIRECT DRIVE WITH
CORRUGATED PIPE ADAPTER
(AS APPROPRIATE) AS
MANUFACTURED BY PRESS-SEAL
CORPORATION OR APPROVED
EQUAL
PIPE TO CONCRETE STRUCTURE
CONNECTOR DETAIL
N.T.S.
NOTE: PIPE TO CONCRETE STRUCTURE CONNECTOR SHALL
MEET THE REQUIREMENTS OF ASTM C-923. THIS CONNECTION
IS TO BE USED IN ALL MANHOLES AND INLETS.
PLAN VIEWS
VARIOUS CONFIGURATIONS
NON-SKID
SURFACE
SLOPE
3" MIN.
(3
4 DIA. OF PIPE)
TYPICAL BENCHING CROSS SECTIONS DETAIL
N.T.S.
NOTE:
1.
THE INVERT SHALL BE PRECAST OR FORMED IN THE FIELD USING PRECISION FORMS
TO CREATE A SMOOTH, ACCURATE CHANNEL THAT MINIMIZES TURBULENCE AND
RESULTS IN OPTIMUM FLOW
4 3/8"
C
1"
4 3/8"
2 3/8"
4 3/8"
4 3/8"
N.T.S.
SECTION B-B
SECTION A-A
2 1/2"
4 3/8"
3 7/8"
1"
3/4"
1 1/2"
1 3/8"
1'- 9 3/4"
4 3/8"
3 7/8"
B
B
A
A
SECTION C-C
3/4"
5/8"
4 3/8"
3'- 11 3/4"
C
2 1/2"
(CAMPBELL FOUNDRY PATTERN NO. 2618 OR APPROVED EQUAL)
DUMP NO WASTE
DRAINS TO WATERWAYS
DUMP NO WASTE
DRAINS TO WATERWAYS
BICYCLE SAFE GRATE
(PHASE II STORM WATER COMPLIANT GRATE)
N.T.S.
CURB
SURFACE
COURSE
FILL TO TOP OF BASE
COURSE WITH CLASS
B CONCRETE, NOT
TO BE MONOLITHIC
WITH FOOTING
12"
(TYPICAL)
NEW CONCRETE
FOOTING RING 8"
THICK, 1' FOOT
WIDE (PRECAST OR
MADE ON SITE)
REMOVE EXISTING
CASTING WALL AS
REQUIRED
NEW
MATERIAL
RECONSTRUCTED INLET OR MANHOLE,
USING NEW CASTING DETAIL
1-3/8"
4"
25-3/4"
24"
24"
39"
PLAN
No. 1203A
STANDARD MANHOLE COVER/FRAMES
NOTE: PRODUCT SHALL BE CAMPBELL FOUNDRY MODEL NO. 1203A, OR
APPROVED EQUAL
N.T.S.
ROADWAY
EXCAVATION
COMPACTED SUBGRADE
DENSE-GRADED AGGREGATE
BASE COURSE, 6" THICK
HOT MIX ASPHALT MIX 19M64
BASE COURSE, 4" THICK
HOT MIX ASPHALT MIX 9.5M64
SURFACE COURSE, 2" THICK
SURFACE COURSE TO BE CONTINUOUS WITH
OVERLAY AFTER MILLING OPERATIONS
HOT MIX ASPHALT PAVEMENT REPAIR (NOMAHEGAN
ROAD & NOMAHEGAN COURT) DETAIL
N.T.S.
6" HMA BASE COURSE 19M64 (2 LIFTS)
6" DENSE GRADED AGGREGATE
BASE COURSE
EDGES OF TRENCH TO BE SEALED
WITH AC-20 SEAL COAT
BACKFILL MATERIAL
UTILITY PIPE
PIPE BEDDING
EXISTING PAVEMENT
1.
PAVEMENT DETAIL REFLECTS FINAL RESTORATION. ALL COSTS ASSOCIATED WITH THE FINAL PAVEMENT
RESTORATION SHALL BE INCLUDED IN THE PAY ITEMS FOR DGA AND HMA.
2.
IN PAVED ROADWAY AREAS, THE TRENCH SURFACE SHALL BE RESTORED TO ALLOW FOR VEHICULAR
TRAFFIC OVER THE TRENCH DURING NON-WORK HOURS. ALL COSTS ASSOCIATED WITH TEMPORARY
SURFACE RESTORATION WILL NOT BE MEASURED FOR SEPARATE PAYMENT AND SHALL BE INCLUDED
IN THE VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
3.
ALL TRENCHES TO BE SAW-CUT.
4.
DISTURBED TRAFFIC STRIPING AND MARKINGS SHALL BE REPLACED WITH THERMOPLASTIC OR
LONG-LIFE EPOXY AS DIRECTED IN THE FIELD BY THE ENGINEER, AS NECESSARY.
5.
THE ABOVE DEPICTED DETAIL IS APPLICABLE TO TEST PITS.
6.
TEMPORARY RESTORATION OF MUNICIPAL ROADS SHALL INCLUDE DGA TO GRADE ON A DAILY BASIS
AND FINAL PAVING ON A WEEKLY BASIS. THE CONTRACTOR MAY INSTALL FINAL PAVING ON A DAILY
BASIS AT NO ADDITIONAL COST TO THE OWNER. NO ADDITIONAL PAYMENT SHALL BE MADE FOR
TEMPORARILY RESTORING TRENCHES WITH DGA AND SHALL BE INCLUDED IN THE SY COST FOR HOT
MIX ASPHALT PAVEMENT REPAIR.
7.
RESTORATION IN SECTIONS OF THE ROAD WHERE STORM PIPES WILL BE INSTALLED SHALL BE
PERFORMED AS PER "RCP PIPE BEDDING DETAIL".
NOTES:
SAWCUT ALL PAVED TRENCHES
TRENCH
WIDTH
HOT MIX ASPHALT PAVEMENT REPAIR (RETFORD AVENUE) DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-27-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
27
N.T.S.
RESET PAVER SIDEWALK DETAIL
NOTES:
1.
EXISTING PAVERS SHALL BE RESET AT SIDEWALKS AS SHOWN ON THE PLANS
AND DIRECTED IN THE FIELD BY THE ENGINEER.
2.
ALL COSTS ASSOCIATED WITH THE RESETTING OF EXISTING PAVERS,
INCLUDING REMOVAL AND REPLACEMENT OF BEDDING MATERIAL AND BASE
COURSE SHALL BE INCLUDED IN THE SQUARE YARD PRICE BID FOR RESET
PAVERS.
3.
ALL PAVERS TO BE REPLACED SHALL BE REPLACED IN KIND AT NO
ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE
WITH THE ENGINEER AND THE OWNER PRIOR TO REPLACING PAVERS.
VARIABLE
2 3/8" & 1 1/2"
BRICK PAVER
2" SAND
SETTING
BED
POLYMERIC SAND
JOINT FILLER
6" DGA
FILTER FABRIC
COMPACTED SUB GRADE
N.T.S.
NOTES:
1.
THE
DETECTABLE
WARNING
SURFACE
SHALL
BE
MANUFACTURED MATS THAT ARE EMBEDDED AND
CAST-IN-PLACE IN THE CONCRETE.
2.
IN LIEU OF A CAST IN PLACE DETECTABLE WARNING
SURFACE, THE CONTRACTOR MAY UTILIZE A SURFACE
APPLIED DETECTABLE WARNING SURFACE WITH PRIOR
APPROVAL OF THE UNDERSIGNED ENGINEER AND PRIOR
TO POURING OF THE CONCRETE RAMP.
3.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A
SHOP DRAWING OF THE DETECTABLE WARNING
SURFACE PRIOR TO CONSTRUCTION FOR APPROVAL.
4.
THE CONTRACTOR SHALL PROVIDE A MANUFACTURER
CERTIFICATION THAT THE DETECTABLE WARNING
SURFACE
COMPLIES
WITH
THE
CURRENT
ADA
STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY
THE
DEPARTMENT
OF
JUSTICE
AND
THE
ADA
STANDARDS AS SUPPORTED BY THE UNITED STATES
ACCESS BOARD, AND THE STATE AND/OR LOCAL ADA
STANDARDS.
5.
SAFETY RED SHALL BE APPROVED BY THE LOCAL
JURISDICTION PRIOR TO INSTALLATION. DETECTABLE
WARNING SURFACES SHALL CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. ALTERNATIVE COLOR MAY BE
USED
PROVIDED
SUCH
COLOR
COMPLIES
WITH
CURRENT ADA STANDARDS.
6.
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE
OF TRUNCATED DOMES.
7.
TRUNCATED DOMES IN A DETECTABLE WARNING
SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (23
mm) MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM, A TOP
DIAMETER OF 50 PERCENT OF THE BASE DIAMETER
MINIMUM TO 65 PERCENT OF THE BASE DIAMETER
MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 mm).
8.
TRUNCATED
DOMES
IN
DETECTABLE
WARNING
SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING
OF 1.6 INCHES (41 mm) MINIMUM AND 2.4 INCHES (61 mm)
MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH
(17 mm) MINIMUM, MEASURED BETWEEN THE MOST
ADJACENT DOMES ON A SQUARE GRID.
9.
SOME DETECTABLE WARNING PRODUCTS REQUIRE A
CONCRETE BORDER FOR PROPER INSTALLATION. WHERE
REQUIRED BY THE MANUFACTURER, THE CONCRETE
BORDER SHALL NOT EXCEED 2 INCHES (51 mm).
10.
DETECTABLE WARNING SURFACES SHOULD NOT BE
PLACED ON PAVING OR EXPANSION JOINTS AT CURB
RAMPS.
THE
ROWS
OF
TRUNCATED
DOMES
IN
DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE
RAMP RUN AND THE STREET SO PEDESTRIANS WHO USE
WHEELCHAIRS CAN "TRACK" BETWEEN THE DOMES.
11.
ON
PERPENDICULAR
CURB
RAMPS,
DETECTABLE
WARNING SURFACES SHALL BE PLACED AS FOLLOWS:
a.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE IN FRONT OF THE BACK OF CURB, DETECTABLE
WARNING SURFACES SHALL BE PLACED AT THE
BACK OF CURB.
b.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS 5.0 FT OR
LESS, DETECTABLE WARNING SURFACES SHALL BE
PLACED ON THE RAMP RUN WITHIN ONE DOME
SPACING OF THE BOTTOM GRADE BREAK.
c.
WHERE THE ENDS OF THE BOTTOM GRADE BREAK
ARE BEHIND THE BACK OF CURB AND THE
DISTANCE FROM EITHER END OF THE BOTTOM
GRADE BREAK TO THE BACK OF CURB IS MORE
THAN 5.0 FT, DETECTABLE WARNING SURFACES
SHALL BE PLACED ON THE LOWER LANDING AT THE
BACK OF CURB.
12.
ON PARALLEL CURB RAMPS, DETECTABLE WARNING
SURFACES SHALL BE PLACED ON THE TURNING SPACE AT
THE FLUSH TRANSITION BETWEEN THE STREET AND
SIDEWALKS.
13.
ON BLENDED TRANSITIONS, DETECTABLE WARNING
SURFACES SHALL BE PLACED AT THE BACK OF CURB.
0.65" MIN. BASE TO
BASE T.D. SPACING
24" MIN.
1.6" MIN. TO 2.4" MAX.
CENTER TO CENTER
T.D. SPACING
50% - 65% OF THE
BASE DIAMETER
TOP DIAMETER
0.20"
0.90" MIN.
TO
1.4" MAX.
BASE DIAMETER
SIDEWALK
WIDTH SHALL EXTEND ACROSS FULL WIDTH OF CURB RAMP
CURB
FLUSH CURB
DIRECTION
OF
TRAVEL
TRUNCATED DOME ELEVATION
TRUNCATED DOME PLAN VIEW ENLARGEMENT
PLAN VIEW
COLOR COATING
(SHADED AREA) OR
APPROVED EQUAL
(SEE NOTE 5)
TRUNCATED
DOME (T.D.)
SEE TRUNCATED DOME
PLAN VIEW AND ELEVATION
DETECTABLE WARNING SURFACE DETAIL
9"
18"
6"
2' REPAIR
SEE PLAN
4"
6"
EXISTING
PAVEMENT
DENSE GRADED
AGGREGATE
R=1" (TYP.) ALL CURBS
2"
NOTES:
1.
TRAVERSE JOINTS 12" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH
PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 14" IN FROM FRONT FACE AND TOP
OF CURB.
2. EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE FOR
THE CURB. PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. 9"X18" CONCRETE VERTICAL CURB SHALL BE USED ONLY FOR ADA CURB RAMPS. CURB SHALL BE FLUSH
WITH THE PROPOSED PAVEMENT.
4. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PAVING AS REQUIRED. NO SEPARATE PAYMENT SHALL
BE MADE FOR PRIME COAT AS REQUIRED, INCLUDE COST IN VARIOUS ITEMS IN THE PROPOSAL.
COMPACTED SUBGRADE
TOPSOIL, FERT., SEED AND STRAW
RESTORATION
SAWCUT
HMA 19M64
HMA 9.5M64
9"X18" CONCRETE VERTICAL CURB DETAIL
N.T.S.
NJDOT CLASS "B"
CONCRETE
HMA 19M64
HMA 9.5M64
DENSE GRADED
AGGREGATE
SAWCUT
(TYPICAL)
5"
TO 7"
3/4"
3"
6"
10" TO 12"
18" MIN.
5"
6"
16"
1"
BATTER
PER PLANS
JOINTS TO BE MAX 3/4" WIDE AND POINTED,
WITH 1:2 MIX CEMENT MORTAR. JOINTS TO
BE CLEANED AND DAMP PRIOR TO POINTING
14"
CLASS "B"
CONCRETE
(SEE NOTE
#1)
GRANITE BLOCK CURB DETAIL
N.T.S.
NOTES:
1.
CONCRETE TO TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST.
2.
ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT
HAY, BURLAP OR OTHER METHOD ACCEPTABLE TO THE BOROUGH ENGINEER.
3.
CONCRETE SLUMP TO BE 3" (±1"), OR AS DIRECTED BY THE BOROUGH
ENGINEER.
4.
A HALF INCH EXPANSION JOINT OF A NON-EXTRUDABLE, BITUMINOUS
MATERIAL SHALL BE PLACED ON 20'-0" CENTERS MAXIMUM.
5.
CONTRACTOR TO NOTIFY OWNER'S ENGINEER 24 HOURS PRIOR TO POURING.
6.
EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE
INCLUDED IN THE UNIT PRICE FOR THE CURB. PROVIDE DUMMY JOINTS
(FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
6"
(TYP.)
6"
MIN.
4"
6"
2"
COMPACTED SUBGRADE
TOPSOIL, FERT.,
SEED AND STRAW
INCLUDED IN
CURB
2' RESTORATION
4"
14"
6"
(TYP.)
8"
MIN.
18"
2" (TYP.)
DEPRESSED GRANITE BLOCK CURB AT DRIVEWAY DETAIL
N.T.S.
DRIVEWAY OPENING VARIES
18" MAX
MAINTAIN FULL DEPTH (18")
AT DRIVEWAY
PAVEMENT SURFACE
COMPACTED SUBGRADE
N.T.S.
2" THICK
HMA SURFACE COURSE 9.5M64,
AS SHOWN ON PLANS
DENSE-GRADED AGGREGATE BASE COURSE, 4" THICK
HOT MIX ASPHALT DRIVEWAY, 6" THICK DETAIL
NOTES:
1. PAYMENT FOR ALL ITEMS AND WORK INCLUDED IN THE CONSTRUCTION OF HOT
MIX ASPHALT DRIVEWAYS SHALL BE PAID FOR UNDER THE ITEM "HOT MIX ASPHALT
DRIVEWAY, 6" THICK" .
2. THE CONTRACTOR SHALL REPAIR HOT MIX ASPHALT DRIVEWAYS AS DIRECTED BY
THE ENGINEER. LIMITS OF DRIVEWAY REPAIR SHALL BE DETERMINED IN THE FIELD
BY THE ENGINEER.
3. SAWCUT, REMOVAL, AND DISPOSAL OF EXISTING DRIVEWAY SURFACE AND
SUBSOILS FOR DRIVEWAY REPAIR SHALL BE PAID FOR UNDER THE ITEM "CLEARING
SITE".
16" MIN.
12"
EXISTING
MAX. RAMP SLOPE 1:12
PAVEMENT
6" MIN.
SIDEWALK
CLASS B CONC.
DETECTABLE WARNING SURFACE
10" x 10" #3 REBAR GRID
(TO BE INCLUDED IN COST OF CONCRETE
CURB AND CONCRETE SIDEWALK PRICES)
NOTES:
1.
NO SEPARATE PAYMENT WILL BE MADE FOR REBAR/CONCRETE REINFORCEMENT. COSTS TO BE INCLUDED IN
VARIOUS PROPOSAL ITEMS.
PAVEMENT FLUSH
WITH RAMP
ADA RAMP DETAIL
N.T.S.
PLAN
CONCRETE SIDEWALK, 4" THICK
SECTION
CONCRETE SIDEWALK
NOTES:
1.
THE CONTRACTOR SHALL PROVIDE MAX. CROSS SLOPE 2% TOWARDS ROADWAY.
2.
CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "B" AIR-ENTRAINED.
3.
PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS 1/2" THICK, AT 12'-0" INTERVALS.
PROVIDE DUMMY JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
4.
NO SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL, SEED OR STRAW MULCH, ALL COSTS TO BE
INCLUDED IN VARIOUS PROPOSAL ITEMS.
5.
UNLESS SPECIFICALLY SHOWN DIFFERENTLY ON PLANS, CONCRETE SIDEWALK SHALL BE INSTALLED
WITHOUT DISTURBING EXISTING CURB.
6.
ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL
CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
APPROVED SUBGRADE
CLASS 'B' CONCRETE
FINISHED GRADE TO BE
FLUSH WITH WALKWAY
(4' MIN.)
4'
1/2" DEPTH TYPICAL
CONTRACTION JOINTS
(4' MIN.)
EXPANSION JOINTS
DENSE GRADED
AGGREGATE, 4" THICK
N.T.S.
SLOPE 2% MAX
6" THICK CONCRETE SIDEWALK AS
DIRECTED BY ENGINEER WITH TOOLED
EXPANSION JOINTS EVERY 4'-0" AND
PRE-MOLDED ASPHALT IMPREGNATED
EXPANSION JOINTS EVERY 20'-0" AND
6"x6"#6 GAGE WIRE MESH REINFORCING
(MADE IN U.S.). CONCRETE SIDEWALK
ADJACENT TO DRIVEWAY SHALL BE
MEASURED AND PAID UNDER
CONCRETE DRIVEWAY PAY ITEM.
APPROVED SUBGRADE
6" THICK AS DIRECTED BY ENGINEER CONCRETE
APRON WITH 6"x6"#6 GAGE WIRE MESH REINFORCING
DENSE-GRADED AGGREGATE TO PREPARE EXCAVATION AS DIRECTED BY
ENGINEER. NO RECYCLED AGGREGATE IS PERMITTED ON THIS PROJECT.
9"
NOTE:
1.
ALL CONCRETE TO BE CLASS 'B' NJDOT
2"
1 1/2"
VARIABLE
VARIABLE WIDTH REINFORCED
CONCRETE
SECTION
DRIVEWAY
SURFACE
VARIABLE
4' MIN.
PRE-MOLDED
EXPANSION JOINTS
PAVEMENT
SURFACE
PRE-MOLDED
EXPANSION
JOINTS
FULL DEPTH
DEPRESSED
CURB
11% MAX.
PLAN
A
A
APRON WIDTH
1/2" THICK NON-EXTRUDABLE
BITUMINOUS MATERIAL FOR
EXPANSION JOINT
BACK EDGE OF
SIDEWALK
PROVIDE EXPANSION JOINT
MIDWAY IF WIDTH OF APRON
IS GREATER THAN 12'
CONCRETE SIDEWALK,
4" THICK (SEE DETAIL)
CONC. DRIVEWAY APRON
EXISTING
CONCRETE
SIDEWALK
DRIVEWAY
CONCRETE DRIVEWAY, REINFORCED, 6" THICK
N.T.S.
MILLED AREA
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT IS
NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (I.E. END OF WORKDAY). IT IS APPLICABLE TO ALL AREAS
WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING PAVEMENT INCLUDING BRIDGES.
SEE NOTE
LIMIT OF MILLING OPERATION
END TREATMENT FOR MILLING OPERATIONS DETAIL
N.T.S.
TRAFFIC
50H:1V
50H:1V
B (SEE
NOTE 2)
A (SEE NOTE 1)
HMA SURFACE COURSE TO BE REMOVED
AND THE RADIUS CAUSED BY MILLING
SQUARED PRIOR TO FINAL PAVING.
C (SEE NOTE 3)
D (SEE
NOTE 4)
NOTES:
1.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN LEADING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN 1 INCH.
2.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN B.
B IS EQUAL TO 2 INCHES OR A, WHICHEVER IS LESS.
3.
USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE DEVELOPED BY MILLING
OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES. NONE REQUIRED FOR EDGE LESS THAN 11/2 INCHES.
4.
ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING TRANSITION IS NOT LESS THAN D.
D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS LESS
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
EDGE DEVELOPED BY
MILLING OPERATION
HMA SURFACE COURSE
TRAFFIC
MILLING TRANSITIONS DETAIL
N.T.S.
VARIES
VARIES
TYPICAL ROAD SECTION (NOMAHEGAN ROAD AND NOMAHEGAN COURT) DETAIL
N.T.S.
ROAD WIDTH VARIES
CONCRETE CURB, GRANITE BLOCK
CURB, OR ROLLED ASPHALT CURB
(TYP) AS DEPICTED ON PLAN
3:1 (MAX)
3:1 (MAX)
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
MILL, PERFORM FULL DEPTH REPAIR, PAVE, AND
RECONSTRUCT ROADWAY AS INDICATED ON PLANS
℄ OF STREET VARIABLE
RIGHT-OF-WAY WIDTH (SEE PLAN)
3:1 (MAX)
3:1 (MAX)
INSTRUCTIONS:
·
WHEN PROPOSED HMA SURFACE IS 0” - 2” ABOVE EXISTING HMA SURFACE COURSE, MILL EXISTING HMA SURFACE COURSE TO ACHIEVE 2” BETWEEN EXISTING HMA SURFACE COURSE AND PROPOSED
SURFACE. INSTALL 9.5M64 2” COMPACTED LIFT THICKNESS. AFTER MILLING, PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED HMA SURFACE IS 2” - 4” ABOVE EXISTING HMA SURFACE COURSE, INSTALL 9.5M64 2” - 4” COMPACTED LIFT THICKNESS. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG
AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO. PERFORM CRACK SEALING OR BASE REPAIR AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO OVERLAYING SURFACE;
·
WHEN PROPOSED SURFACE IS 4” - 5” ABOVE EXISTING HMA SURFACE COURSE, INSTALL TWO LIFTS OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT THICKNESS DESCRIBED ABOVE;
·
WHEN PROPOSED HMA SURFACE IS 5” - 10” ABOVE EXISTING HMA SURFACE COURSE, INSTALL A LIFT OF 19M96 AND A LIFT OF 9.5M64, ADHERING TO MINIMUM AND MAXIMUM COMPACTED LIFT
THICKNESS DESCRIBED ABOVE. LIFTS MAY BE SEPARATED INTO MULTIPLE THINNER LIFTS AS LONG AS MINIMUM COMPACTED THICKNESSES ARE ADHERED TO;
·
WHEN PROPOSED HMA SURFACE IS INSTALLED IN AN AREA WHERE THERE IS NO EXISTING HMA SURFACE COURSE, INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL;
·
WHEN PROPOSED HMA SURFACE IS BELOW THE EXISTING HMA SURFACE, REMOVE THE EXISTING SECTION USING MILLING, PAVEMENT REMOVAL AND EXCAVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER. INSTALL THE SECTION DEPICTED IN THE FULL DEPTH REPAIR DETAIL, UNLESS DIRECTED OTHERWISE BY THE ENGINEER;
·
INSTALLATION OF HMA SHALL BE REIMBURSED BY THE TON FOR THE HMA INSTALLED. NO SEPARATE PAYMENT SHALL BE MADE FOR INSTALLING MULTIPLE LIFTS OF HMA. INCLUDE COSTS IN HOT MIX
ASPHALT PAY ITEMS.
ASPHALT TYPE
MINIMUM COMPACTED THICKNESS
MAXIMUM COMPACTED THICKNESS PER LIFT
HOT MIX ASPHALT 9.5M64
1.5" - LEVELING COURSE, 2" SURFACE COURSE
4"
HOT MIX ASPHALT 19M64
3" - LEVELING COURSE, 4" BASE COURSE
6"
CONCRETE CURB, GRANITE BLOCK
CURB ROLLED ASPHALT CURB(TYP)
AS DEPICTED ON PLAN
PAVEMENT
ASPHALT
TACK COAT BETWEEN ALL
COLD APPLICATIONS
3"
5"
3"
4"
ASPHALT CURB DETAIL
N.T.S.
NOTE:
THE CONTRACTOR SHALL ENSURE THE TOP WIDTH OF THE
PROPOSED ASPHALT CURB MATCHES EXISTING TOP OF
WIDTH CURB WHEN MEETING EXISTING CONCRETE
VERTICAL CURB THROUGHOUT THE PROJECT LIMITS
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-28-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
.
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.
.
.
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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
CONSTRUCTION DETAILS
28
STEEL TREE PLATE (IF/WHERE) DETAIL
N.T.S.
PROFILE VIEW
PLAN VIEW
EXISTING
TREE
EXISTING SIDEWALK
STEEL
TREE
PLATE
CONTRACTOR TO REMOVE EXISTING
CURB AS NECESSARY TO INSTALL
PROPOSED STEEL TREE PLATE
EXISTING ROADWAY PAVEMENT
(12" X 1/4" STEEL PLATE)
LENGTH VARIABLE
AREA BEHIND THE STEEL
TREE PLATE SHALL BE
FILLED WITH CONCRETE
CONCRETE BOLT
9"X18" CONCRETE
VERTICAL CURB (TYP.)
THE PROPOSED STEEL TREE PLATE
SHALL MEET EXISTING CURB HEIGHT.
1.5'
9"X18" CONCRETE VERTICAL CURB
GRANITE BLOCK CURB
PROPOSED GRANITE
BLOCK CURB (TYP.)
1.5'
NOTES:
1. ALL COSTS ASSOCIATED WITH RECONNECTING EXISTING SANITARY
SEWER LATERALS SHALL BE COVERED IN THE PAY ITEM "RECONNECT
SANITARY SEWER LATERAL WITH NEW PIPE". THIS INCLUDES BUT IS NOT
LIMITED TO TRENCHING, BEDDING, CUTTING OF PIPE, INSTALLING NEW
PIPE, FLEXIBLE COUPLINGS, LANDSCAPE RESTORATION, INSTALLING PIPE
BENDS / FITTINGS AS NECESSARY AND PAVEMENT RESTORATION.
FLEXIBLE COUPLING WITH
STAINLESS STEEL SHEER RING
EXISTING SANITARY
SEWER MAIN
EXISTING LATERAL
FLOW
RECONNECT SANITARY SEWER LATERAL
WITH NEW PIPE DETAIL
N.T.S.
45° WYE, MATCH EXISTING
LATERAL SIZE
EXISTING CURB (TYP.)
REPLACE EXISTING LATERAL TO 5' BEYOND
BACK OF CURB OR TO EXISTING CLEANOUT IF
LOCATED LESS THAN 5' FROM BACK OF CURB
BACKFILL:
CONTROLLED LOW STRENGTH MATERIAL
IF THE CONTRACTOR
EXCAVATES TO OR
CAUSES THE TRENCH
TO ASSUME A "V"
SHAPE HE WILL
DO SO AT HIS
OWN EXPENSE
PAVEMENT - REFER TO PAVEMENT
RESTORATION DETAIL
NJDOT COARSE AGGREGATE NO. 57
6" MIN. (TYP.)
(PIPE O.D.)/2
PIPE (REFER TO PLAN)
TRENCH WIDTH
OD + 36"
REFER TO PLANS
16" TYP.
NOTES:
1.
PIPE SHALL BE CERAMIC EPOXY, PROTECTO 401, OR APPROVED EQUAL DUCTILE
IRON PIPE (DIP), THICKNESS CLASS 52 WITH ASPHALTIC EXTERIOR COATING.
2.
ALL DIP PIPE SHALL BE POLYETHYLENE ENCASED, AS PER THE PROVISIONS OF
ANSI/AWWA C105/A21.5
GENERAL SANITARY SEWER MAIN TRENCH NOTES:
1.
ALL TRENCHES IN EXISTING PAVEMENT MUST BE SAWCUT.
2.
WHERE NECESSARY, PARTICULARLY FOR SAFETY OR TO PREVENT DISTURBANCE, DAMAGE OR SETTLEMENT OF ADJACENT
STRUCTURES, PIPELINES, UTILITIES, IMPROVEMENTS OR PAVING, EXCAVATION SHALL BE ADEQUATELY SHEETED AND
BRACED.
3.
SHEETING AND BRACING OF ALL EXCAVATION SHALL COMPLY WITH NEW JERSEY CONSTRUCTION AND SAFETY CODES
AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT.
4.
WHERE SHEETING IS USED, IT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY,
SAID ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A SIGNED AND SEALED CERTIFICATE STATING THAT THE
DESIGN OF THE SHEETING AND BRACING CONFORMS TO ALL APPLICABLE REQUIREMENTS OF THE NEW JERSEY
CONSTRUCTION SAFETY CODE AND THE OCCUPATIONAL HEALTH AND SAFETY ACT. COPIES OF THIS CERTIFICATE SHALL
BE SUBMITTED TO THE ENGINEER.
5.
THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS (29 CFR PART 1926). AS SUCH, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A *COMPETENT PERSON* AS DEFINED IN THE OSHA STANDARDS
AND AS REQUIRED BY THE STANDARDS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SELECTION, DESIGN,
INSTALLATION , AND IMPLEMENTATION OF ALL "PROTECTIVE SYSTEMS" AS DEFINED IN THE OSHA STANDARDS. THE
PIPELINE DESIGN BY THE OWNER OR THE ENGINEER DOES NOT INCLUDE THE DESIGN OF "PROTECTIVE SYSTEMS" SINCE
THE DESIGN OF THE "PROTECTIVE SYSTEMS" IS THE RESPONSIBILITY OF THE CONTRACTOR.
6.
THE CONTRACTOR MUST FOLLOW PROPOSED SHEETING PLANS SUBMITTED. NO DEVIATIONS MAY BE MADE FROM THE
FILED PROCEDURE WITHOUT FIRST SUBMITTING A REVISED SHEETING AND BRACING PLAN, SIGNED AND CERTIFIED AS
REQUIRED FOR THE ORIGINAL SUBMISSION, BY THE SAME LICENSED PROFESSIONAL ENGINEER WHO PREPARED THE
ORIGINAL SUBMISSION.
7.
ANY DAMAGE TO NEW OR EXISTING STRUCTURES OCCURRING THROUGH SETTLEMENT, WATER OR EARTH PRESSURE OR
OTHER CAUSES DUE TO INADEQUATE BRACING OR THROUGH NEGLIGENCE OR FAULT OF THE CONTRACTOR IN ANY
OTHER MANNER, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
8.
SEPARATE PAYMENT WILL NOT BE MADE FOR SAW CUTTING, EXCAVATION AND BACKFILL, REMOVAL OF EXISTING
SANITARY SEWER ABANDONED UTILITIES, PIPE BEDDING, CONCRETE ENCASEMENT, DEWATERING, ABANDONMENT OF
EXISTING SEWER UTILITIES OR REMOVAL IF REQUIRED, TRENCH PROTECTION, TEMPORARY SURFACE RESTORATION
INCLUDING TEMPORARY PAVING, TRAFFIC STRIPES, CURB, DRIVEWAY, SIDEWALK, FENCE, LANDSCAPING, COUPLINGS,
BYPASS PUMPING, SERVICE SADDLES, DETECTABLE WARNING TAPE OR TESTING. ALL COSTS TO BE INCLUDED IN THE
VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
4" WIDE DETECTABLE WARNING TAPE IN
COLOR GREEN OVER SEWER MAIN MARKED
"BURIED SANITARY SEWER LINE BELOW"
(DO NOT INCLUDE ON 16" STORM SEWER DIP)
SANITARY SEWER NOTES
N.T.S.
DIP SANITARY SEWER TRENCH DETAIL
N.T.S.
REV
DATE
DRAWN BY
DESCRIPTION
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
PROTECT YOURSELF
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
C-DTLS
C\CDT0083\Engineering\Site Plans\C-DTLS.dwg\C-29-DETAILS By: PCOLCHIE
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
CITY PLANNING COMMISSION
_______________________
CHAIRMAN
ATTEST: _______________________
_______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C O N S U L T I N G
Engineering
& Design
CONSTRUCTION PLANS
2022 VARIOUS
DRAINAGE
IMPROVEMENTS
TOWNSHIP OF CRANFORD
COUNTY OF UNION
NEW JERSEY
AS SHOWN
09/23/2022
AP
PC
CDT0083
37
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___________________________
of
FOR
PTH
MT. ARLINGTON
400 Valley Road,
Suite 304
Mt. Arlington, NJ 07856
973.398.3110
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER CONSULTING
Doing Business as
Carl P. O'Brien
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE45154
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
CONSTRUCTION DETAILS
29
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1.
ALL DEVICES AND PROCEDURES FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" FOR STREETS AND HIGHWAYS. THE CONTRACTOR SHALL PLAN AND CARRY OUT HIS WORK TO PROVIDE FOR THE CONVENIENT AND SAFE
PASSAGE OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC.
2.
CONTRACTOR TO DEVELOP DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION.
3.
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED TRAFFIC CONTROL PROCEDURES. IF THE CONTRACTOR DESIRES TO CHANGE THE PROCEDURE, HE
SHALL PRESENT HIS CHANGES IN WRITING TO THE ENGINEER FOR REVIEW AND APPROVAL. THERE MAY BE UTILITY RELOCATIONS, ADJUSTMENTS AND
IMPROVEMENTS WHICH ARE NECESSITATED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH EACH OF THE
UTILITY COMPANIES LOCATED WITHIN THE PROJECT.
4.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT THE DURATION OF CONSTRUCTION. THE
COSTS FOR THE INDIVIDUAL DEVICES USED TO MAINTAIN AND PROTECT TRAFFIC SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE SPECIFIC TRAFFIC
CONTROL DEVICES IN THE PROPOSAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR RELOCATING THE DEVICES AS REQUIRED, OR AS DIRECTED BY THE
ENGINEER, DURING THE COURSE OF CONSTRUCTION.
5.
THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE DOWN THE ENTIRE STREET. THE CONTRACTOR SHALL PROVIDE MEANS OF ACCESS AT ALL TIMES FOR
PEDESTRIANS AND VEHICULAR TRAFFIC AT ALL PRIVATE DRIVEWAYS AND OCCUPIED BUILDINGS AFFECTED BY THE WORK OF THIS CONTRACT. DURING
CONSTRUCTION, IN THE VICINITY OF A DRIVEWAY, THE ACCESS WIDTH AT THE DRIVEWAY ENTRANCE SHALL BE PLAINLY MARKED BY LIGHTS, BARRICADES OR
OTHER SUCH DEVICES APPROVED BY THE ENGINEER.
6.
DURING CONSTRUCTION, ALL ROADS SHALL BE PROPERLY MAINTAINED TO ACCOMMODATE EMERGENCY VEHICLES AT ALL TIMES.
7.
ALL BARRICADES SHALL BE TYPE III BREAKAWAY BARRICADES.
8.
FILL MATERIAL FOR ESCAPE RAMPS SHALL BE ON-SITE MATERIAL. ALL COSTS FOR STORING, PLACING, MOVING, AND REMOVING FILLET MATERIAL SHALL BE
INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS IN THE PROPOSAL.
SIGN NOTES:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN
PUBLICATION" AND THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO BE USED ON THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE
USED ON THE R2-1 SIGN.
5.
DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY LETTER & DISTANCE
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
___MILE
E
___MILES AHEAD
F
AHEAD
BACKING MATERIAL:
1.
ALUMINUM SHALL BE FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR 6061-T6:
A.
0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
B.
0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN MOUNTED ON BREAKAWAY BARRICADES.
TEMPORARY SIGN SUPPORTS:
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND WARPS, OR OF STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE FOLLOWING DIMENSIONS FOR:
SINGLE POST =
4" x 6"
TWO POSTS
=
3" x 6" OR 4" x 5"
THREE POSTS=
3" x 5" OR 4" x 4"
4" X 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 112 INCH DIAMETER HOLES 4 INCHES AND 18 INCHES ABOVE THE GROUND LINE AND PERPENDICULAR TO THE
ROADWAY CENTERLINE.
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD SUPPORTS SHALL BE 7 FOOT MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST
SHALL NOT EXCEED 3.5 FEET.
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN SUPPORT.
5.
TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A LONGITUDINAL BARRIER OR CRASH CUSHIONS.
6.
WOOD POSTS TO BE USED ONLY ON TEMPORARY SIGN SUPPORT.
SIGN FACES:
1.
SIGN FACES SHALL BE ASTM D 4956 TYPE VII OR VIII FLUORESCENT ORANGE SHEETING.
FASTENING:
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND WASHERS IN ACCORDANCE WITH THE SPECIFICATIONS.
*
THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE
CONSTRUCTION DETAILS" BOOKLET DATED (2016) AND "ELECTRICAL BUREAU STANDARD DETAILS" (2007) TO GOVERN, EXCEPT FOR
THOSE DETAILS CONTAINED HEREIN.
SIGN POST NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE CURRENT "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF THOSE INSTALLED BEHIND GUIDE RAIL OR
OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVINIZING
SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT TRAFFIC FLOW. A MOUNTING BRACKET SHOULD
BE USED ON SIDE MOUNTED SIGNS SUCH AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN 34" BEYOND THE NUT WHEN TIGHT, BUT SHALL ENGAGE ALL THREADS IN THE NUT.
7.
WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL CLEARANCE REQUIREMENTS FOR SIGNS ARE:
FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE PAVEMENT AND THE
BOTTOM OF ANY
PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE FROM EDGE OF PAVEMENT TO THE TOP
OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE
BOTTOM OF A MAJOR
SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN THE EDGE OF
PAVEMENT AND THE
BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAJOR SIGN SHALL BE A
MINIMUM OF 8 FEET AND
THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET ABOVE THE EDGE OF
PAVEMENT.
WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM IS GREATER THAN 4 INCHES, THE
MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM THE GROUND LINE TO THE BOTTOM OF THE
SIGN.
8.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM SECTION 2A.19 OF THE MUTCD AS
FOLLOWS:
FOR URBAN INSTALLATION - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL OFFSET OF 2 FEET IS DESIRABLE. A
MINIMUM OFFSET OF 1 FOOT FROM THE FACE OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR
WHERE EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OR SHOULDER, BUT 12 FEET MINIMUM DESIRABLE FROM EDGE OF
TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATION - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT NOT LESS THAN 12
FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO SIGN POST.
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H:1V, EXCEPT WHERE GRADING OF 10H:1V
CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE BEHIND A TRAFFIC BARRIER.
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND MUST BE A MINIMUM OF 9 FEET FROM THE
GROUND LINE TO CENTER LINE OF SPLICE.
1" MIN.
2" MAX.
4" MAX.
BETWEEN
BOLTS
1" MIN.
2" MAX.
℄ OF SPLICE
SIGN POST EXTENSION SPLICE DETAILS
N.T.S.
BOLT, NUT AND LOCK
WASHER (THRU 3RD OR 4TH
HOLES FROM EACH END OF
SPLICE CHANNEL)
SPLICE CHANNEL
4 LB/FT
SIGN POST
6"
12"
4 LB/FT
SIGN POST
EXTENSION
2.5 LB/FT SIGN
POST EXTENSION
BOLT, NUT
AND LOCK
WASHER
6" MIN.
(2 BOLTS MIN.)
12" MAX.
(3 BOLTS MIN.)
4 LB/FT
SIGN POST
PANEL SIZE
(W x H)
# OF
POSTS
1
1
2
2
1
PANEL SIZE
(W x H)
# OF
POSTS
2
1
1
1
1
1
4.0
2
2
2
2
2
2
2
2
2
2.5
18" x 18"
18" x 24"
24" x 24"
24" x 30"
24" x 36"
30" x 24"
30" x 30"
36" x 12"
30" x 36"
36" x 36"
36" x 48"
45" x 36"
48" x 24"
48" x 36"
60" x 36"
60" x 30"
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4.0
4.0
4.0
4.0
POST SIZE
(LB/FT)
48" x 48"
48" x 60"
POST SIZE
(LB/ FT)
48" x 64" x 64"
36" x 36" x 36"
U-POST SELECTION TABLE
BREAKAWAY SIGN SUPPORT
CONCRETE INSTALLATION DETAIL
N.T.S.
4" TOLERANCE -12"
VAR.
3'-8" MIN.
8" DIA. SLEEVE
CONCRETE
STEEL U-POST GRADING DETAIL
N.T.S.
EDGE OF PAVEMENT
SIGN
10H:1V
VAR.
VAR.
VAR.
VAR.
100'-0"
100'-0"
100'-0"
3' MIN.
STEEL U-POST SPACING DETAIL
N.T.S.
2 POST
3 POST
SIGN PANEL
SIGN PANEL
16.7%
33.3%
33.3%
16.7%
20%
60%
20%
TRAFFIC FLOW
SIDE MOUNT BRACKET DETAIL
N.T.S.
FRONT MOUNT BRACKET DETAIL
N.T.S.
LOCKWASHER
FIBER
WASHER
SIGN
PANEL
FIBER WASHER
LOCK WASHER
38" DIAMETER
ALUMINUM PIPE
24" x 24" SHIELD MOUNTING DETAIL
N.T.S.
+
+
+
+
+
+
BREAKAWAY
STEEL U-POST
2"
2"
+
+
+
+
+
+
+
+
+
+
+
+
36" x 36" SHIELD MOUNTING DETAIL
N.T.S.
2"
2"
2'-0"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
30" x 30" OR SMALLER MOUNTING DETAIL
N.T.S.
2"
BREAKAWAY
STEEL U-POST
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
DRUM
N.T.S.
WHEN BALLAST IS REQUIRED BY THE ENGINEER, SAND SHALL BE USED. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND BE
LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE ENGINEER.
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE RETROREFLECTIVE
STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN 2" WIDE. RETROREFLECTIVE
SHEETING FOR STRIPES SHALL CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY AS AN 18 INCH
DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY BE USED.
18" MIN. DIA.
36" APPROX.
BASE DIA. MAY BE LARGER THAN TOP DIA.
NON-REFLECTORIZED SPACE (ORANGE)
6" MIN. REFLECTORIZED STRIPES
FLUORESCENT ORANGE
6" MIN. REFLECTORIZED
STRIPES WHITE
2" MAX. NON-REFLECTORIZED SPACE
(ORANGE) (TYP.)
TRAFFIC CONE DETAIL
N.T.S.
NOTES:
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON
APPROVAL
OF THE ENGINEER.
13 4" MIN. O.D.
28" MIN.
712" MIN. O.D.
3" TO 4" SPACE
FOR HANDLING
6" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
2" SPACE
4" SILVER (WHITE) RETROREFLECTIVE
SHEETING, ASTM D-4956 TYPE III
PLASTIC OR RUBBER,
MIN. WEIGHT 7 LBS.
BASE
14" MIN.
TYPE III BARRICADE - FRONT VIEW
NOTES:
1.
THE 9" MIN. X 48", OR 12" MAX. X 48" BARRICADE RAILS
SHALL BE FABRICATED FROM 0.125" MAX. PLASTIC SHEETING
AND SHALL BE ATTACHED, 4 PER RAIL, WITH 1 INCH NO. 14
PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE
RETROREFLECTIVE SHEETING, ASTM D 4956 TYPE III, AS
SHOWN FOR CONSTRUCTION SIGNS. ALTERNATE ORANGE
AND SILVER (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD
AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND
PLACED ACCORDING TO THE MANUFACTURE'S
RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350
CRASHED TESTED AND FHWA APPROVED.
BREAKAWAY BARRICADES
N.T.S.
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
11"
9" MIN.
TO 12" MAX.
5'-0" MIN.
4'-0"
45°
+
+
+
+
+
+
+
+
+
+
36" x 36" OR LARGER MOUNTING DETAIL
N.T.S.
2"
2'-0"
BRACKET FOR SIDE MOUNTS SIGNS DETAIL
N.T.S.
2"
14"
2"
4"
38" DIA. HOLE
114"
4"
14"
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
CD-612-4.1
ROCK INSTALLATION DETAIL
N.T.S.
GROUT
5"
2'-0" MIN.
R8-8 SIGN DETAIL
NOT_TO_SCALE
24" x 30"
DO NOT
STOP
ON
TRACKS
CURB RAMP NOTES:
1. THE MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 2%.
2. THE MAXIMUM LONGITUDINAL TRANSITION SLOPE OF SIDEWALKS SHALL BE 5%.
3. THE MAXIMUM LONGITUDINAL SLOPE OF CURB RAMPS SHALL BE 8%.
4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ALONG ALL SIDEWALKS, CURB RAMPS AS WELL ADJACENT TO ALL SIDEWALKS.
STORMWATER RUNOFF SHALL NOT BE BLOCKED BY SIDEWALKS OR CURBS.
5. FOR TYPE 5 & TYPE 6 RAMPS, LEADING EDGE OF DETECTABLE WARNING SURFACE MUST BE LOCATED A MAXIMUM OF 5 FEET FROM EDGE OF
TRAVELWAY - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
6. THERE MUST BE A MINIMUM OF 24 INCH OF DETECTABLE WARNING SURFACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH
OF THE SIDEWALK - THIS REQUIREMENT MAY WARRANT MULTIPLE DETECTABLE WARNING SURFACES FOR A SINGLE RAMP.
7. A MINIMUM 4' X 4' LANDING AREA, GRADED AT A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, MUST BE PROVIDED AT THE TOP OF EVERY
RAMP.
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Erik Hastrup
Department of Public Works
(***) ***-****
UnlockPatricia Donahue
Township Clerk
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Timeline
First Discovered
Mar 19, 2026
Last Info Update
Apr 30, 2026
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