Start your 7-day free trial — unlock full access instantly.
← Back to Search1 CLAUSES FOUND
Lead Closed
This opportunity is no longer accepting submissions.
Construction Management & Inspection Services For 2018 Srts – Downtown Connection Project Phase – Rfp Documents 2
BID #: D00S650
ISSUED: 7/1/2025
DUE: TBD
VALUE: TBD
90
Rating
Risk Rank
Yellow Risk
AI-Powered Lead Insights
Executive Summary
This document pertains to construction management and inspection services for the 2018 Safe Routes to School (SRTS) – Downtown Connection Project Phase I in the Borough of High Bridge, Hunterdon County. The project aims to improve pedestrian infrastructure, including ADA-compliant curb ramps, sidewalk improvements, and traffic calming measures. Key elements include coordination with utility companies, soil erosion and sediment control, traffic management, and adherence to environmental regulations. The plans are dated July 2025.
Web Content
Automated discovery link found on High Bridge website.
Document Text
--- Document: Construction Management & Inspection Services For 2018 Srts – Downtown Connection Project Phase – Rfp Documents 2 Document ---
PLANS OF
SCALES AS INDICATED
KEY MAP
SCALE IN FEET
0
1,000
2,000
500
1,000
AS AMENDED BY THE SPECIAL PROVISIONS TO GOVERN
2019 NJDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION
AT THE OFFICE OF THE CONSULTANT
FILED AT THE DEPARTMENT WITH THOSE FILED
DETERMINED BY COMPARISON OF THE PLANS
SIGNATURE BY THE CONSULTANT MAY BE
CHANGES MADE TO THESE PLANS SINCE
Date
Date
DETAILS CONTAINED HEREIN.
ARE APPLICABLE TO THIS PROJECT EXCEPT FOR THOSE
2016, AND STANDARD ELECTRICAL DETAILS BOOKLET, 2016,
CONTROL - BRIDGE CONSTRUCTION DETAILS BOOKLET
STANDARD ROADWAY CONSTRUCTION - TRAFFIC
SHEET NO.
DESCRIPTION
INDEX OF SHEETS
CATEGORIES
PROJECT
NON-NHS
STATE
FEDERAL PROJECT NO.
N.J.
CURB RAMPS AND SIDEWALK IMPROVEMENTS
Submitted by:
Approved by:
RARITAN VALLEY LINE
L - (BRIDGE STREET)
L - (CENTRAL AVENUE)
L - (UNION AVENUE)
L - (HART STREET)
HIGHWAY TYPE:
BOROUGH OF HIGH BRIDGE
HUNTERDON COUNTY
Borough of High Bridge
JULY 2025
16
1
Administrator
Brett Bartman, High Bridge Borough
CONSTRUCTION DETAILS
ADA CURB RAMP DETAILS
TRAFFIC SIGNING AND STRIPING PLANS
TRAFFIC CONTROL AND STAGING PLANS
DRAINAGE & GRADING PLANS
SEDIMENT CONTROL PLANS
ENVIRONMENTAL, SOIL EROSION &
CONSTRUCTION PLANS
CONSTRUCTION LEGEND
TYPICAL SECTIONS
ESTIMATE - DISTRIBUTON OF QUANTITIES
KEY
New Jersey Professional Engineer License No. 24GE03468200
Date
Judith G. Bowen
Certification of Authorization No. 24GA27959500
Greenman-Pedersen Inc.
16
15
14
12-13
11
7-10
5-6
4
3
2
1
D00S650
DOWNTOWN CONNECTION PHASE I
2018 - SAFE ROUTES TO SCHOOL
Project Manager Greenman-Pedersen, Inc.
7-25-2025
7-25-2025
NJDOT PROJECT NO. 6306423 = 1,036 LIN. FT. OR 0.20 MILES
TOTAL LENGTH OF FEDERAL PROJECT NO. D00S650 AND
7-25-2025
7/24/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\01 Key\Key Sheet.sht
11:55:26 PM
TIME:
7/24/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\01 Key\Key Sheet.sht
11:55:26 PM
TIME:
RARITAN VALLEY LINE
BOROUGH
HIGH BRIDGE
BOROUGH
GLEN GARDNER
TOWNSHIP
CLINTON
W MAIN STREET
MAIN STREET
ABANDONED LINE
WASHINGTON AVE
JERICHO ROAD
CREGAR ROAD
LAKE SOLITUDE
31
TOWNSHIP
UNION
RESERVOIR
SPRUCE RUN
COUNTY
513
HUNTERDON
UTILITIES
AN AID IN DETERMINING EXACT LOCATIONS.
CONTRACTOR SHALL USE THE UTILITY LOCATIONS SHOWN AS
DETERMINE EXACT LOCATION AND DEPTH OF UTILITIES. THE
CONTACT UTILITY COMPANIES PRIOR TO CONSTRUCTION TO
GUARANTEED AS TO EXACTNESS. THE CONTRACTOR IS TO
SHOWN ON THESE PLANS ARE APPROXIMATE AND NOT
SCHEDULE AND STARTING DATE. LOCATION OF UTILITIES AS
UTILITY COMPANIES AND OTEHR INTERESTED PARTIES OF THE
BEFORE STARTING WORK THE CONTRACTOR WILL NOTIFY ALL
LOCATING SERVICE
UNDERGROUND
TELEPHONE
GAS
WATER
SEWER
ELECTRIC
CABLE
TSWITZER@NJTRANSIT.COM
ATTN: THOMAS SWITZER
NJTRANSIT
LATITUDE: 40° 39' 57.4"
LONGITUDE: -74° 53' 46.8"
MID-POINT OF PROJECT
RAILROADS
HART STREET \ STA. 0+21
NO. D00S650
BEGIN FEDERAL PROJECT
CENTRAL AVE \ STA. 19+66
NO. D00S650
END FEDERAL PROJECT
THOMAS.MCNALLY@BRIGHTSPEED.COM
ATTN: THOMAS MCNALLY
CENTURYLINK
EGALANTE@SJINDUSTRIES.COM
ATTN: EVELYN F. GALANTE
ELIZABETHTOWN GAS
WILLIAM.BURR@COLLIERSENG.COM
ATTN: WILLIAM BURR
HIGH BRIDGE
WILLIAM.BURR@COLLIERSENG.COM
ATTN: WILLIAM BURR
HIGH BRIDGE
IKUKULSKI@FIRSTENERGYCORP.COM
ATTN: ISABELA KUKULSKI
JERSEY CENTRAL POWER & LIGHT
PHILLIP_GIBSON@COMCAST.COM
ATTN: PHILLIP GIBSON
COMCAST
2
EDQ-1
EDQ-1
16
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\02 EDOQ\EDOQ-01.sht
10:59:36 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\02 EDOQ\EDOQ-01.sht
10:59:36 AM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
DIRECTED
WHERE
IF AND
NO.
SEQ.
NO.
ITEM
DESCRIPTION
UNIT
QUANTITY
CONTRACT
TOTALS
SHEET
PLAN
QUANTITY
AS-BUILT
DISTRIBUTION: PLAN SHEET QUANTITY
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
New Jersey Department Of Transportation
PROJECT:
ESTIMATE-DISTRIBUTION OF QUANTITIES
DOWNTOWN CONNECTION
FY 2018 SRTS - HIGH BRIDGE
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
12
12
15
12
1
5
2
2
37
579
176
203
34
79
43
2
1
18
6
296
6
70
16
210
263
50
50
17
2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
C-2
46
46
46
151
11
12
32
228
14
6
42
42
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
809003M
806006P
804015P
804000P
802033M
NS600100
652432M
651255M
651252M
651249M
612003P
610039M
610017M
610014M
607021P
607018P
606084P
606051P
606043P
606039P
606012P
602213M
602099M
602012M
601122P
513003P
401096M
401042M
401036M
401030M
401027M
302036P
202021P
202009P
202006M
201003P
161003P
160007M
160004M
159141M
159012M
159009M
159006M
158084M
158072M
158063P
158030M
158009M
154003P
153003P
151006M
130
130
15
130
1
2
1
5
2
2
37
579
176
203
368
863
13
193
146
79
464
1
1
2
38
204
21
9
18
6
296
65
59
88
16
LS
LS
DOLL
DOLL
210
263
50
50
17
2
LS
7
497
LS
LS
DOLL
C-1
C-1
C-1
C-1
C-2
C-2
C-1
C-1
C-1
C-1
C-1
C-1
D-1
D-1
D-1
D-1
C-1
C-1
C-1
C-1
C-1
C-2
EP-1
EP-1
SY
SY
CY
SY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
SF
SF
LF
LF
LF
LF
SY
SY
SY
SY
SY
UNIT
UNIT
UNIT
LF
SF
TON
TON
GAL
GAL
LF
SY
SY
CY
CY
LS
LS
DOLL
DOLL
HOUR
SF
UNIT
UNIT
CY
UNIT
LS
UNIT
LF
LS
LS
DOLL
STRAW MULCHING
FERTILIZING AND SEEDING, TYPE A-3
BORROW TOPSOIL
TOPSOIL SPREADING 4" THICK
TREE REMOVAL, OVER 30" TO 36" DIAMETER
PEDESTRIAN CROSSING SIGN, BI-DIRECTIONAL, WARNING BEACON
RESET MANHOLE, SANITARY SEWER, USING EXISTING CASTING
RESET WATER VALVE BOX
RESET FIRE HYDRANT
RELOCATE FIRE HYDRANT
REGULATORY AND WARNING SIGN
REMOVAL OF TRAFFIC MARKINGS
TRAFFIC MARKING LINES, 24"
TRAFFIC MARKING LINES, 8"
9" X 18" CONCRETE VERTICAL CURB
9" X 16" CONCRETE VERTICAL CURB
DETECTABLE WARNING SURFACE
CONCRETE DRIVEWAY, 6" THICK
STONE OR GRAVEL DRIVEWAY, 4" THICK
HOT MIX ASPHALT DRIVEWAY, 6" THICK
CONCRETE SIDEWALK, 4" THICK
CURB PIECE
RESET EXISTING CASTING
INLET, TYPE B
15" REINFORCED CONCRETE PIPE
RETAINING WALL, LOCATION NO. ___
HOT MIX ASPHALT 19 M 64 BASE COURSE
HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE
PRIME COAT
TACK COAT
POLYMERIZED JOINT ADHESIVE
DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
REMOVAL OF PAVEMENT
EXCAVATION, UNCLASSIFIED
EXCAVATION, TEST PIT
CLEARING SITE
FINAL CLEANUP
ASPHALT PRICE ADJUSTMENT
FUEL PRICE ADJUSTMENT
TRAFFIC DIRECTOR, FLAGGER
CONSTRUCTION SIGNS
TRAFFIC CONE
DRUM
EROSION CONTROL SEDIMENT REMOVAL
OIL ONLY EMERGENCY SPILL KIT, TYPE 1
CONCRETE WASHOUT SYSTEM
INLET FILTER TYPE 2, 2' X 4'
HEAVY DUTY SILT FENCE, ORANGE
MOBILIZATION
PROGRESS SCHEDULE
PERFORMANCE BOND AND PAYMENT BOND
118
118
118
1
2
334
784
13
193
146
79
421
1
1
2
38
204
19
8
59
59
18
7
497
72
72
72
1
2
334
633
2
181
146
47
193
1
1
2
38
204
5
2
17
17
18
7
497
16
3
TYPICAL SECTIONS
TS-1
TS-1
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\03 Typ Sec\TS-1.sht
10:59:54 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\03 Typ Sec\TS-1.sht
10:59:54 AM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
BOROUGH OF HIGH BRIDGE
SIDEWALK
6'
PROPOSED RETAINING WALL
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
HART STREET \
I-14 EMBANKMENT
CONCRETE SIDEWALK, 4" THICK
SIDEWALK
6'
VAR.
TOPSOIL, SEED, & MULCH
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
6:1
SIDEWALK
6'
VAR.
6:1 TO 8:1
VARIES
TOPSOIL, SEED, & MULCH
SIDEWALK
6'
TOPSOIL, SEED, & MULCH
16'`
6:1 TO 8:1
VARIES
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
SAWCUT
SIDEWALK
6'
TOPSOIL, SEED, & MULCH
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
VAR.
2:1
SIDEWALK
5'
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
Existing Retaining Wall
PROPOSED CONCRETE HEADER
SIDEWALK
5'
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
Existing Retaining Wall
SIDEWALK
5'`
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
SIDEWALK
5'
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
STRIP
REPAIR
4'
CURB
CONCRETE VERTICAL
PROPOSED 9" X 18"
Existing Bituminous Pavement
Subbase
HART STREET \
HART STREET \
HART STREET \
HART STREET \
HART STREET \
HMA PAVEMENT DETAIL
NTS
DENSE-GRADED AGGREGATE BASE COURSE, 6" TH.
PRIME COAT
COURSE, 5" THICK
HOT MIX ASPHALT 25 M 64 BASE
TACK COAT
EXCAVATION, UNCLASSIFIED
REMOVAL OF PAVEMENT
SAWCUT
ADHESIVE
POLYMERIZED JOINT
STRIP WIDTH
4' REPAIR
SEE NOTE 2
4" MIN. FACE
SEE NOTE 1
ELEVATION
GUTTER LINE
MAINTAIN EXISTING
CONCRETE SIDEWALK, 4" THICK
3"
COURSE, 2" THICK
HOT MIX ASPHALT 12.5 M 64 SURFACE
SIDEWALK
5'`
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
NOTES:
Existing Concrete/Asphalt Sidewalk
TOPSOIL, SEED, & MULCH
TOPSOIL, SEED, & MULCH
TOPSOIL, SEED, & MULCH
TOPSOIL, SEED, & MULCH
I-14 EMBANKMENT
CENTRAL AVE \
CENTRAL AVE \
CENTRAL AVE \
CENTRAL AVE \
MEET BASE OF EXISTING WALL
VARIES
BACK OF ELEVATION
MEET EXISTING SIDEWALK
SIDEWALK
4'
Existing R.O.W.
Varies
2%
STRIP
REPAIR
4'
SIDEWALK
5'`
SIDEWALK
5'
2%
BACK OF ELEVATION
MEET EXISTING SIDEWALK
CURB
CONCRETE VERTICAL
PROPOSED 9" X 18"
Existing Concrete/Asphalt Sidewalk
SEE HMA PAVEMENT DETAIL
SAWCUT
VARIES
Existing Building
Existing Building / Wall
STA 20+26 TO 20+93
PROPOSED CENTRAL AVENUE \
CENTRAL AVE \
(AS SHOWN ON PLANS)
9"X18" CONCRETE VERTICAL CURB
9"X16" CONCRETE VERTICAL CURB
16'`
16'`
16'`
16'`
16'`
STA 0+35 TO 0+93
PROPOSED HART STREET \
STA 0+93 TO 1+48
PROPOSED HART STREET \
STA 1+48 TO 1+94
PROPOSED HART STREET \
SAWCUT
CURB
CONCRETE VERTICAL
PROPOSED 9" X 16"
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
STA 1+94 TO 6+84
PROPOSED HART STREET \
STA 4+89 TO 4+95
PROPOSED HART STREET \
STA 6+96 TO 7+09
PROPOSED HART STREET \
STA 22+72 TO 22+84
PROPOSED CENTRAL AVENUE \
STA 22+29 TO 22+72
PROPOSED CENTRAL AVENUE \
STA 21+78 TO 22+12
PROPOSED CENTRAL AVENUE \
STA 20+93 TO 21+78
PROPOSED CENTRAL AVENUE \
MAX
1.5:1
WALL DETAILS
SEE CD-1 FOR RETAINING
DRIVEWAY GRADING IS DETAILED ON THE GRADING PLANS.
TO BE DEPRESSED AS NOTED IN THE PLANS AND CONSTRUCTION DETAILS.
IF THEY EXCEED 4" AS DIRECTED BY THE RE. DRIVEWAY CURB
CURB REVEAL TO BE 4" MINIMUM & MATCH EXISTING CONDITIONS
RESURFACING PROJECT BY HUNTERDON COUNTY.
TO VERIFY EXISTING ELEVATIONS SHOWN ON THE PLANS DUE TO RECENT
ELEVATION UNLESS OTHERWISE SPECIFIED ON GRADING PLANS. CONTRACTOR
MATCH EXISTING GRADES AND MAINTAIN EXISTING GUTTER LINE
3.
2.
1.
8'
8'
8'
8'
8'
MAX.
2%
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\CL-01.sht
11:00:05 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\CL-01.sht
11:00:05 AM
TIME:
0
30' 20' 10'
30'
60'
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
Shoulders
(F) (C)
(C) (F)
Property Line
Twp., City, County Lines
Water Main (Size)
Gas Main (Size)
Telephone Conduit
(SIZE & TYPE)
Base Line
Curbs
Beam Guide Rail
Reset Beam Guide Rail
(Over 30" - Draw to Size)
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD LEGEND
Existing
PROPOSED
Electric Conduit (Highway or Utility)
Pavements (Concrete or Bituminous)
Existing R.O.W. Line
PROPOSED R.O.W. LINE
Right of Way Lines (Access Permitted)
Right of Way Lines (No Access)
Reset Fence
Noise Walls
Wetland Limit Line
Silt Fence
Sanitary Sewers or Storm Drains
Easements
Railroad Tracks
Square Frame, Circular Cover
New Manhole Casting,
C.M. Headwall
R.C. End Section or
Headwalls
Headwalls & Aprons
Water Gate Valves
Reset Water Gate Valves
Gas Gate Valves
Reset Gas Gate Valves
Hydrants
Reset Hydrants
Utility Pole (Type & Number)
Temporary Utility Pole
Traffic Signal
Junction Box
Fiber Optic Junction Box
Junction Box Foundation
Signs
Beam Guide Rail Anchorages
Vertical Panels
Ditch
DITCH
Ditches
Linear Features
(Inlets or Manholes)
Reset
(Inlets or Manholes)
Reconstructed
Inlets (Label Type)
Manholes (Label Type or Utility)
PROP. R.O.W. & NO ACCESS LINE
Decidous Tree (Size, Kind)
Evergreens
Bush
Hedges
High Point
Low Point
Items With No Alternate
OR
Alternate Items
(M) = Metal
(C) = Concrete
For Alternate Pipe Items
PARCEL
Bridge Appoach Slabs and Transition Slabs
ABBREVIATIONS USED IN THIS CONTRACT
GENERAL NOTES:
Tree Line
Double Reference Codes
Bridge
Proposed
PROFILE
LEVEL LINE
+ %
- %
(Size & Type)
(Inlet or Manhole)
Cast Iron Extension (Frame or Ring)
Cable TV
Fiber Optic
Swamp
Monuments
ROW Monument (ROW Control Points)
Inlets (Type ES)
Guide Rail End Terminals
B.M.
B.T.
GR.
HT.
HYD.
INV.
BASELINE
BENCH MARK
BELL TELEPHONE
BITUMINOUS
GRATE
HEIGHT
HYDRANT
INVERT
JUNCTION BOX
H.W.
R
RADIUS
REINFORCED CONCRETE CULVERT PIPE
REINFORCED CONCRETE PIPE
RIGID METALLIC CONDUIT
RIGID NON-METALLIC CONDUIT
RIGHT OF WAY
ROW, R.O.W.
RCCP, R.C.C.P.
RCP, R.C.P.
RMC, R.M.C.
RNMC, R.N.M.C.
IP
IRON PIN
PROP.
POINT ON CURVE
POINT ON LINE
POINT ON TANGENT
PROPOSED
POINT OF TANGENCY
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY, PAVEMENT
POT, P.O.T.
PK
POC, P.O.C.
POL, P.O.L.
PT, P.T.
PVC, P.V.C.
PVI, P.V.I.
PVT, P.V.T.
PARKER KAYLON MASONRY NAIL
POLYVINYL CHLORIDE PIPE,
POINT OF VERTICAL CURVATURE
DE
DIAMETER
DROP CURB
DITCH EXCAVATION
D, DIA.
D.C.
DH
DRILL HOLE
CONC.
CONCRETE
STY.
T
TEL.
TEMP.
TYP.
WM
STORY
TANGENT
TELEPHONE
TEMPORARY
THICK
TYPICAL
UTILITY POLE
VARIABLE, VARIES
WATER METER
UP, U.P.
THK., TH.
W.C.V.C.
HEADWALL
EASTBOUND, WESTBOUND
NORTHBOUND, SOUTHBOUND
AH., BK.
AHEAD, BACK
CENTERLINE
CAST IRON PIPE
CORRUGATED METAL PIPE
CULV.
CULVERT
DEP., DP
DEPRESSED CURB
DWY
DRIVEWAY
EL., ELEV.
ELEVATION
LIMIT OF PAVEMENT (PAVING)
LIMIT OF MILLING
M.B.
MAILBOX
M.P.
MAX.
MAXIMUM
MIN.
MINIMUM
MILE POST
LEFT, RIGHT
LT., RT.
NOT TO SCALE
PERF.
PERFORATED
PROFILE GRADE LINE
ROUTE
SIDEWALK
SHOULDER
SUBBASE OUTLET DRAIN
TBA
TO BE ABANDONED
TBR
TO BE REMOVED
X-SECT
CROSS SECTION
SURVEY LINE
C.M.P.
C.I.P.
J.B.
N.T.S.
S.O.D.
P.G.L.
PROPERTY LINE, PROFILE LINE
BIT., BITUM.
E.B., W.B., N.B., S.B.
L.O.P.
L.O.M.
Bench Mark
Borings (Boring Number)
BLDG.
BUILDING
EXIST.
EXISTING
PAV'T.
PAVEMENT
PRC, P.R.C.
POINT OF REVERSE CURVE
RTE., RT.
SAN.
SANITARY
S.H.D.
STATE HIGHWAY DEPARTMENT
SDWK.
Fence (Size & Type)
NO.
NUMBER
of Building to be Demolished
Demolition No. & Parcel No.
Concrete Surface Courses
Removal of Concrete Base Course &
Paid for Under Clearing Site
Building to be Removed &
Slopes (Cut & Fill)
R.R.
RAILROAD
Topographical Features
PROPOSED
Existing
"ES"
"ES"
Topographical Features
PROPOSED
Existing
Miscellaneous Symbols
B.M.
\
\
|
\, B.L.
{, C.L.
|, P.L.
}, S.L.
Boring Number
BORING NUMBER
TEST HOLE NUMBER
Existing R.O.W. & No Access Line
6
10
5
9
TEMP
J.B.
J.B.
J.B.
J.B. & Light
W
Mon.
Hyd.
G
F
F
S
Test Hole
Test Hole Number
U.O.N.
EACH FACE
E.F.
F.F.
FRONT FACE
R.F.
REAR FACE
BTWN.
BETWEEN
CONST.
CONSTRUCTION
JT.
JOINT
OFF.
OFFSET
RE
NJDOT RESIDENT ENGINEER
N.J. State Plane Ground Coordinates
T.RB&C
TRAVERSE REBAR AND CAP
T.MN&S
TRAVERSE MAG NAIL & DISC (SHINER)
AUXILIARY
ABAN.
ABANDONED
AUX.
WHITE CONCRETE
VERTICAL CURB
UNLESS OTHERWISE
NOTED
UNDERDRAIN
U.D.
NJDEP
ENVIRONMENTAL PROTECTION
CONSTRUCTION LEGEND
CL-1
CL-1
NEW JERSEY DEPARTMENT OF
Micro-Milling and Micro-Surfacing
Milling and Paving
VAR, VAR.
SHLD, SHLD.
CONSTRUCTION DETAILS
DTL
CROSS SECTIONS
X
METHOD OF CROSS SECTIONS
MS
TRAFFIC SIGNING AND STRIPING PLANS
TSS
TRAFFIC CONTROL AND STAGING PLANS
TC
GRADES
G
TIES
T
PROFILES
P
CURB RAMP LAYOUT DETAIL
ADA
ENVIRONMENTAL, SOIL EROSION & SEDIMENT CONTROL PLANS
EP
CONSTRUCTION PLANS
C
CONSTRUCTION LEGEND
CL
PLAN SHEET INDEX
PSI
TYPICAL SECTIONS
TS
ESTIMATE AND DISTRIBUTION OF QUANTITIES - ROADWAY
EDQ
4
15
LEGEND, SEE EP SHEETS.
FOR ENVIRONMENTAL, SOIL EROSION & SEDIMENT CONTROL
4.
UTILITIES IN THE AREA OF PROPOSED EXCAVATION.
EXACT TYPE, LOCATION, AND CONFIGURATION OF UNDERGROUND
REQUIREMENTS AND MAKING THEIR OWN DETERMINATION OF THE
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING STATE ONE-CALL
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
INFORMATION UNLESS OTHERWISE NOTED, AND ARE NOT
QUALITY LEVEL D (QL-D) AND QUALITY LEVEL C (QL-C)
UNDERGROUND UTILITIES SHOWN ON PLANS ARE BASED ON
3.
OTHERWISE SHOWN.
STATIONS AND OFFSETS SHOWN TO NEAREST BASELINE UNLESS
2.
VERIFY PROPOSED ELEVATIONS.
SURVEY EDGE OF ROAD PRIOR TO BEGINNING CURB WORK TO
1.
Limits of ADA Compliant Sidewalk
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\C-1.sht
11:00:50 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\C-1.sht
11:00:50 AM
TIME:
0
40'
20'
10'
20'
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
16
5
C-1
C-2
CONSTRUCTION PLANS
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
HART STREET
WEST MAIN STREET
M.B.
M.B.
M.B.
M.B.
M.B.
M.B.
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
(Lid Welded Shut)
Rim=281.38'
(Lid Welded Shut)
Rim=245.83'
Rim=244.87'
W
W
W
W
San. M.H.
San.
M.H.
San.
M.
H.
W
Hyd.
Guy
Guy
Guy
Guy
Guy
STA 0+00.00
POB
PT 0+35.67
PC 1+25.45
PT 1+96.26
PC 2+61.20
PT 2+72.89
PC 4+26.50
PT 4+30.97
POB 10+00.00
PI 10+84.78
POE 11+51.14
R=
10
4'
R
=
3
5
'
11
1
2
3
R=
20
0'
R=
20
0'
4
5
6
Existing R.O.W. Line
Existing R.
O.
W. Line
Existing R.O.
W. Line
CURB RAMP NO. 1
CONSTRUCT:
94 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
24 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
28 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
16 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
REINFORCED, 6" THICK
12 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
33 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
4" THICK
19 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
4" THICK
27 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
6" THICK
40 S.Y. HMA DRIVEWAY,
REINFORCED, 6" THICK
22 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
29 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
21 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
29 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
13 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
REINFORCED, 6" THICK
9 S.Y. CONCRETE DRIVEWAY,
2 S.Y. DETECTABLE WARNING SURFACE
REINFORCED, 6" THICK
28 S.Y. CONCRETE DRIVEWAY,
6" THICK
7 S.Y. HMA DRIVEWAY,
4" THICK
3 S.Y. CONCRETE SIDEWALK,
4" THICK
5 S.Y. CONCRETE SIDEWALK,
4" THICK
2 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
DRIVEWAY, 4" THICK
3 S.Y. STONE OR GRAVEL
4" THICK
16 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
21 S.Y. STONE OR GRAVEL DRIVEWAY, 4" THICK
CONSTRUCT:
2 L.F. 9"X16" VERTICAL CURB
REINFORCED, 6" THICK
18 S.Y. CONCRETE DRIVEWAY,
DRIVEWAY, 4" THICK
21 S.Y. STONE OR GRAVEL
CONSTRUCT:
4" THICK
9 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
2 S.Y. STRAW MULCHING
2 S.Y. FERTILIZING AND SEEDING, TYPE A-3
2 S.Y. TOPSOIL SPREADING
CONSTRUCT:
4 S.Y. STRAW MULCHING
4 S.Y. FERTILIZING AND SEEDING, TYPE A-3
4 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
6 S.Y. STRAW MULCHING
6 S.Y. FERTILIZING AND SEEDING, TYPE A-3
6 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
2 S.Y. STRAW MULCHING
2 S.Y. FERTILIZING AND SEEDING, TYPE A-3
2 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
12 S.Y. STRAW MULCHING
12 S.Y. FERTILIZING AND SEEDING, TYPE A-3
12 S.Y. TOPSOIL SPREADING
27 S.Y. STRAW MULCHING
27 S.Y. FERTILIZING AND SEEDING, TYPE A-3
27 S.Y. TOPSOIL SPREADING
CONSTRUCT:
OVER 30" TO 36" DIAMETER
1 UNIT TREE REMOVAL,
CONSTRUCT:
4" THICK
13 S.Y. CONCRETE SIDEWALK,
6'
R=45'
R=10'
+25.45
8.0'
BASE COURSE, 6" THICK
17 S.Y. DENSE-GRADED AGGREGATE
5 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
17 S.Y. REMOVAL OF PAVEMENT
+96.26
8.0'
+61.20
8.0'
+30.97
8.0'
+33.75
16'
+06.34
16'
+17.74, 16.7' RT
MEET EXISTING CURB
+47.67
23.8'
+67.44
23.9'
+40.05
20.9'
+45.99
21.04'
+96.07
16.2'
+08.33
16.2'
+52.60
19.5'
+87.41
19.4'
+96.68
19.4'
+43.60
19.3'
+47.83
22.7'
+90.04
22.6'
+10.68
20.5'
+41.89
20.4'
+95.38
20.1'
+65.19
21.4'
2.0'
+0.00
14.0' LT.
2.5'
+25.00
14.0' LT.
2.5'
01+48.89, 14' LT.
END RETAINING WALL
1.5'
00+75.00, 14' LT
BEGIN RETAINING WALL
+35.67
8.0'
+72.89
8.0'
+26.50
8.0'
R=192'
R=208'
35' D.C.
47' D.C.
12' D.C.
20' D.C.
45' D.C.
45' D.C.
33' D.C.
28' D.C.
17' D.C.
SEE SHEET C-2
MATCH LINE HART STREET \ STA. 6+50.00
+7.58
17.86'
CONSTRUCT:
4" THICK
5 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
1 S.Y. STRAW MULCHING
1 S.Y. FERTILIZING AND SEEDING, TYPE A-3
1 S.Y. TOPSOIL SPREADING
631 L.F. 9"X16" VERTICAL CURB
WHITE-PIGMENTED CURING COMPOUND IS NOT PERMITTED.
3. FOR ALL CONCRETE POURED WITHIN PROJECT LIMITS, THE USE OF
REQUIREMENTS.
2. MAILBOXES TO BE RELOCATED IN ACCORDANCE WITH USPS
1. TREES TO BE REMOVED ARE IDENTIFIED ON CONSTRUCTION PLANS.
NOTES:
68 S.F. RETAINING WALL
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\C-2.sht
11:01:09 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\05 Const\C-2.sht
11:01:09 AM
TIME:
0
40'
20'
10'
20'
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
16
6
C-2
CONSTRUCTION PLANS
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
C-2
STA 30+00.00
POB
STA 20+00.00
PI
STA 21+90.13
PC
UNION AVE
CENTRAL AVE
STREET
HART
BRIDGE STREET
STA 31+26.42
POE
Valves
Oil Fill
Post
TR-100
TR-106
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
Hyd.
(Lid Welded Shut)
Rim=315.50'
(Lid Welded Shut)
Rim=317.98'
(Lid Welded Shut)
Rim=310.69'
W
W
W W
W
W
W
W
W
San. M.H.
San.
M.H.
San. M.H.
Hyd.
W
Guy
Guy
Guy
POE 7+23.11
PT 22+38.25
PC 24+10.71
PT 24+47.18
POB 19+00.00
7
23
R=
10
0'
24
=
2
9
'
R
22
21
20
31
CURB RAMP NO. 3
CURB RAMP NO. 7
CURB RAMP NO. 6
CURB RAMP NO. 4
CURB RAMP NO. 5
38 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
REINFORCED, 6" THICK
12 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
6" THICK
32 S.Y. HMA DRIVEWAY,
CONSTRUCT:
23 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
13 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
31 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
17 S.Y. CONCRETE SIDEWALK, 4" THICK
2 S.Y. DETECTABLE WARNING SURFACE
3 S.Y. DETECTABLE WARNING SURFACE
2 S.Y. DETECTABLE WARNING SURFACE
1 S.Y. DETECTABLE WARNING SURFACE
CONSTRUCT:
WARNING SURFACE
2 S.Y. DETECTABLE
CONSTRUCT:
60 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
29 L.F. 9"X18" VERTICAL CURB
9 S.Y. CONCRETE SIDEWALK, 4" THICK
22 L.F. 9"X16" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
1 S.Y. STRAW MULCHING
1 S.Y. FERTILIZING AND SEEDING, TYPE A-3
1 S.Y. TOPSOIL SPREADING
CONSTRUCT:
+10.72, 8.0' RT
BEGIN CURB TRANSITION
R=38'
+24.51, 9.3' LT
MEET EXISTING CURB
+86.47, 18.2' LT
MEET EXISTING CURB
+71.34, 7.9' LT
END CURB
+34.69, 10.1' LT
END CURB
+44.18, 22.6' RT
END CURB
+56.72, 12.2' RT
END CURB
+65.60, 17.2' RT
MEET EXISTING CURB
R=9'
R=8'
+80.00
17.9'
+73.32
7.8'
R=9.75'
+31.16
12.5'
65 L.F. 9"X16" VERTICAL CURB
CONSTRUCT:
+77.85, 10.3' RT
BEGIN CURB TRANSITION
10 S.Y. STRAW MULCHING
10 S.Y. FERTILIZING AND SEEDING, TYPE A-3
10 S.Y. TOPSOIL SPREADING
16 S.Y. DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
5 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
11 C.Y. EXCAVATION, UNCLASSIFIED
16 S.Y. REMOVAL OF PAVEMENT
BASE COURSE, 6" THICK
12 S.Y. DENSE-GRADED AGGREGATE
4 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
7 C.Y. EXCAVATION, UNCLASSIFIED
12 S.Y. REMOVAL OF PAVEMENT
BASE COURSE, 6" THICK
5 S.Y. DENSE-GRADED AGGREGATE
2 TONS HMA 19M64 BASE COURSE, 5" THICK
1 TON HMA 9.5M64 SURFACE COURSE, 2" THICK
2 C.Y. EXCAVATION, UNCLASSIFIED
5 S.Y. REMOVAL OF PAVEMENT
+29.43, 9.3' RT
END 9"X18" CURB
+78.87
17.4'
+27.78
9.0'
CONSTRUCT:
CONSTRUCT:
BASE COURSE, 6" THICK
9 S.Y. DENSE-GRADED AGGREGATE
3 TONS HMA 19M64 BASE COURSE, 5" THICK
1 TON HMA 9.5M64 SURFACE COURSE, 2" THICK
9 S.Y. REMOVAL OF PAVEMENT
+37.56
9.6'
+32.62
18.0'
5'
RESET SIGN
4'
+23.82
10.8'
+45.01
10.9'
+90.13
10'
+38.25
9.1'
+73.25
9.1'
Existing R.O.W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
CURB RAMP NO. 2
CONSTRUCT:
CONSTRUCT:
1 S.Y. DETECTABLE WARNING SURFACE
CONSTRUCT:
CONSTRUCT:
21 S.Y. STRAW MULCHING
21 S.Y. FERTILIZING AND SEEDING, TYPE A-3
21 S.Y. TOPSOIL SPREADING
+93.81
8.7'
R=8.5'
+16.56, 9.0' LT
END CURB
+86.78, 8.0' RT
BEGIN CURB
R=10'
1 S.Y. STRAW MULCHING
SEEDING, TYPE A-3
1 S.Y. FERTILIZING AND
1 S.Y. TOPSOIL SPREADING
24' D.C.
MATCH LINE HART STREET \ STA. 6+50
SEE SHEET C-1
Existing R.O.W. Line
CONSTRUCT:
1 S.Y. STRAW MULCHING
1 S.Y. FERTILIZING AND SEEDING, TYPE A-3
1 S.Y. TOPSOIL SPREADING
CONSTRUCT:
12 S.Y. STRAW MULCHING
12 S.Y. FERTILIZING AND SEEDING, TYPE A-3
12 S.Y. TOPSOIL SPREADING
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
4" THICK
26 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
64 L.F. 9"X16" VERTICAL CURB
163 S.Y. CONCRETE SIDEWALK, 4" THICK
153 L.F. 9"X18" VERTICAL CURB
6'
MAINTAIN EXISTING RAILING
SEE NOTE 4
PLACED IN CONCRETE TO BE POURED.
REMOVE EXISTING CONCRETE SURROUNDING THE FIRST RAIL POST. POST IS TO BE
PROTECTION/STABILIZATION OF HAND-RAIL DURING CONSTRUCTION. CONTRACTOR TO
EXISTING HAND-RAIL NOT TO BE DISTURBED BY CONTRACTOR. ENSURE PROPER
4.
CURING COMPOUND IS NOT PERMITTED.
FOR ALL CONCRETE POURED WITHIN PROJECT LIMITS, THE USE OF WHITE-PIGMENTED
3.
MAILBOXES TO BE RELOCATED IN ACCORDANCE WITH USPS REQUIREMENTS.
2.
TREES TO BE REMOVED ARE IDENTIFIED ON CONSTRUCTION PLANS.
1.
NOTES:
BEACON
BI-DIRECTIONAL, WARNING
1 PEDESTRIAN CROSSING SIGN,
WARNING BEACON
1 PEDESTRIAN CROSSING SIGN, BI-DIRECTIONAL,
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-1.sht
11:01:19 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-1.sht
11:01:19 AM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
7
16
EP-1
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
HUNTERDON COUNTY SOIL CONSERVATION NOTES
STABILIZATION.
STABILIZATION THROUGH SEEDING AND MULCHING. AREAS THAT ARE NOT GOING TO BE EITHER BUILT ON OR CONTINUED TO BE FARMED ARE TO RECEIVE PERMANENT
SPECIFICATIONS FOR HUNTERDON COUNTY. THIS IS TO BE EITHER A COVER CROP FROM THE PERIOD OF LAST HARVEST AND CONSTRUCTION START-UP OR TEMPORARY
ANY FORMER AGRICULTURAL CROP FIELDS THAT ARE EITHER IN CROPS, CROP RESIDUE, OR ANNUAL WEED COVER ARE TO BE STABILIZED FOLLOWING THE AGRONOMIC
23.
IN FIELD PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.
ADEQUATELY MARKED
WATERWAYS, AND OTHER SENSITIVE AREAS ARE TO BE AVOIDED BY CONSTRUCTION TRAFFIC. WETLAND BUFFER AND WETLAND AREAS ARE TO BE
AS PER THE TRAFFIC CONTROL STANDARD IN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (PAGE 33-1) STEEP BANKS, WETLAND BUFFERS,
22.
JERSEY, PAGES 14-1 TO 14-7.
DOWNSTREAM AREAS AND/OR WATERCOURSES. THESE METHODS ARE TO FOLLOW THOSE FOUND IN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW
DEWATERING METHODS ARE TO BE FOLLOWED TO PROPERLY REMOVE SUSPENDED SEDIMENTS IN WATER FROM EXCAVATIONS AND/OR TRENCHES PRIOR TO DISCHARGE TO
21.
PAGES 9-1 THROUGH 9-7.
TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION. FOR FURTHER INFORMATION SEE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY
ALL TREES THAT ARE TO BE PROTECTED FROM ENVIRONMENTAL AND MECHANICAL INJURY DURING CONSTRUCTION ARE TO BE ADEQUATELY MARKED IN FENCED-OFF PRIOR
20.
NEW JERSEY PAGES 16-1 AND 16-2.
DUST CONTROL MEASURES ARE TO BE USED DURING ALL PHASES OF CONSTRUCTION OF THE PROJECT. SEE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN
19.
APPROVED BY SOIL CONSERVATION DISTRICT INSPECTORS.
PROTECTION NEEDS TO BE MAINTAINED UNTIL ALL AREAS OF THE SITE, OR AS A MINIMUM THE AREA DRAINING TO THE INLET, ARE PERMANENTLY STABILIZED AND
INSPECTIONS OF STORMWATER INLET PROTECTION SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. INLET
METHOD TO COMPLETELY ENCIRCLE, BUT NOT BLOCK THE INLETS. SEE DETAIL ON PLAN SHEET EP-3.
ALL STORMWATER INLET PROTECTION NEEDS TO BE MAINTAINED PERIODICALLY WITH FRESH HAYBALES OR CLEAN STONE BERMS (STONE SIZED 1 1/2"-2 1/2") OR APPROVED
18.
REPORT OF COMPLIANCE.
AND PRIOR TO ANY PIPE FLOW. CONDUIT OUTLET PROTECTION MUST BE MAINTAINED AS PER DESIGN UNTIL THE COMPLETION OF THE PROJECT AND ISSUE OF FINAL
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. CONDUIT OUTLET PROTECTION MUST BE INSTALLED IMMEDIATELY FOLLOWING PIPE INSTALLATION
CONDUIT OUTLET PROTECTION (RIP-RAP APRONS OR SCOUR HOLES) MUST BE DESIGNED AND INSTALLED AT ALL PIPE OUTLETS AS PER THE CERTIFIED PLANS AND
17.
REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS, WHICH ARE NOT STABILIZED, SHALL BE ADEQUATELY BLOCKED OFF.
WHERE ACCUMULATING OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE
IMMEDIATELY.
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED
PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE
ACCESSES TO PAVEMENT. SEE DETAIL PLAN SHEET EP-3.
INDIVIDUAL DWELLING LOT. STONE TRACKING PADS OR OTHER MEASURES APPROVED BY THE SOIL CONSERVATION DISTRICT ARE TO BE INSTALLED AT ALL CONSTRUCTION
ROADWAY GRADES OF 0% TO 2% AND 200 FT. FOR ACCESS GRADES GREATER THAN 2%. THIS REQUIREMENT IS THE SAME, REGARDLESS IF MAIN PROJECT ENTRANCE OR
SOILS IN HUNTERDON COUNTY REQUIRE THAT ALL STONE TRACKING PADS (STABILIZED CONSTRUCTION ENTRANCE) BE INSTALLED AT A MINIMUM OF 100 FT. IN LENGTH FOR
16.
REQUEST FOR REPORT OF COMPLIANCE.
ADDITIONAL INSPECTIONS PERFORMED AFTER THE FAILURE OF AN INITIAL REPORT OF COMPLIANCE INSPECTION. THE ENTIRE PROJECT SITE IS INSPECTED AT THE TIME OF A
ASSESSED ON THOSE SITES WHERE ADDITIONAL INSPECTIONS ARE NECESSITATED AS A RESULT OF NON-COMPLIANCE WITH THE APPROVED PLAN. THIS INCLUDES
AN ADDITIONAL FEE PER INSPECTION (AS PER THE CURRENT HUNTERDON COUNTY SOIL CONSERVATION DISTRICT FEE SCHEDULE AT THE TIME OF INSPECTION) WILL BE
15.
.
DISTRICT INSPECTOR FOR VERIFICATION OF MATERIALS AND QUANTITIES USED FOR ALL SEEDINGS
ALL BAGS NEED TO BE SAVED FOR LIME, FERTILIZER, SEED, AND LIQUID MULCH BINDER (IF MULCH ANCHORING METHOD). SUCH PROOFS NEED TO BE SUBMITTED TO THE
14.
SPECIFICATIONS.
EXISTING WEEDY AND POORLY-VEGETATED AREAS WITH LESS THAN 80 PERCENT PERENNIAL GRASS COVER MUST RECEIVE PERMANENT STABILIZATION AS PER THESE
13.
BINDERS, NETTINGS, ETC.) IN THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY".
MULCH ANCHORING IS REQUIRED AFTER MULCHING TO MINIMIZE LOSS BY WIND OR WATER. THIS IS TO BE DONE USING ONE OF THE METHODS (CRIMPING, LIQUID MULCH
12.
(APPROX. 100 TO 130 BALES PER ACRE).
IS TO BE APPLIED TO ALL SEEDINGS AT A RATE OF 1-1/2 TO 2 TONS PER ACRE
(HAY MULCH MAY BE SUBSTITUTED IF APPROVED BY THE DISTRICT)
STRAW MULCH
11.
ALL EXPOSED AREAS WHICH ARE TO BE PERMANENTLY VEGETATED, ARE TO BE SEEDED AND MULCHED WITHIN 10 DAYS OF FINAL GRADING.
10.
TEMPORARILY STABILIZED AS PER SPECIFICATIONS BELOW.
ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION, OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE
9.
PRIOR TO THE START OF CONSTRUCTION OR ANY LAND DISTURBANCE.
THE SOIL CONSERVATION DISTRICT IS TO BE NOTIFIED AND REPRESENTED AT A PRECONSTRUCTION CONFERENCE (USUALLY HELD AT THE MUNICIPAL ENGINEERS OFFICE)
8.
SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AS OUTLINED IN THE PLAN
THE LAND DISTURBANCE IS TO PROCEED IN ACCORDANCE WITH THE APPROVED SEQUENCE OF CONSTRUCTION AND THE CERTIFIED PLAN. ALL REQUIRED SOIL EROSION AND
7.
THE CONTRACTOR AND SOIL CONSERVATION DISTRICT INSPECTORS.
A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN IS TO BE KEPT ON THE PROJECT SITE DURING CONSTRUCTION AND AVAILABLE FOR REVIEW BY
6.
LONGER THAN 30 DAYS WILL REQUIRE TEMPORARY STABILIZATION FOLLOWING THE AGRONOMIC SPECIFICATIONS ON THE PLAN.
TO BE DESIGNED AND DETAILED AND A DETAILED SEQUENCE OF CONSTRUCTION BE SUBMITTED FOR RE-CERTIFICATION AND APPROVAL. AS A MINIMUM, SOILS EXPOSED FOR
USED FOR LIMITING LARGE AREAS OF EXCAVATION. IF EXCAVATIONS ARE PROPOSED THAT EXCEED THE SEDIMENT BARRIER STANDARD, THEN ADDITIONAL MEASURES ARE
EXPOSED AT ONE TIME ON A PROJECT WILL REQUIRE A DETAILED PLAN AND TIME-LINE FOR GETTING AREAS STABILIZED. THE STANDARD FOR SEDIMENT BARRIERS WILL BE
SUBJECT TO EROSION, IS TO BE KEPT TO A MINIMUM. IT IS THE POLICY OF THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT THAT LARGE DISTURBANCES OF SOIL
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT SUPPORT NOR ENDORSE MASS EXCAVATION. THE AMOUNT OF SOIL DISTURBED AT ONE TIME, AND
5.
BY THE SOIL CONSERVATION DISTRICT.
MAINTAIN A DETENTION, RETENTION, OR SEDIMENT FACILITY IN WORKING ORDER DURING CONSTRUCTION MAY BE GROUNDS FOR ISSUANCE OF A STOP CONSTRUCTION ORDER
PAVING IS TO TAKE PLACE ON THE PROJECT SITE UNTIL ALL STORMWATER DETENTION/RETENTION FACILITIES ARE ADEQUATELY STABILIZED AS PER PLAN. FAILURE TO
WITH CONDUIT OUTLET PROTECTION AND LOW-FLOW CHANNEL) BEFORE ANY STORM DRAINAGE PIPING IS INSTALLED TO THE BASIN AND SAME PIPING IS FUNCTIONING. NO
(ALONG
PERMANENTLY STABILIZED
STANDARDS AND ARE TO BE PROPERLY MAINTAINED DURING CONSTRUCTION. ALL DETENTION/RETENTION BASINS BE COMPLETED AND
SEDIMENT BASIN IS DESIGNED, AS EITHER WITHIN THE PERMANENT BASIN AREA OR AS A STAND-ALONE BASIN, THEY ARE TO BE DESIGN FULLY IN COMPLIANCE WITH THE
BE USED ON A DETENTION BASIN AT ANY TIME AS LONG AS THEY MEET THE CRITERIA OF THE STATE SOIL EROSION AND SEDIMENT CONTROL STANDARDS. IF A
SET ON CONSTRUCTION OF ANY THE DETENTION BASIN OR RETENTION BASIN FACILITY PRIOR TO ANY SIGNIFICANT AMOUNT OF LAND DISTURBANCE. SEDIMENT RISERS CAN
THE START OF THE PROJECT. THIS IS PARTICULARLY IMPORTANT ON ACCOUNT OF THE STEEP TOPOGRAPHY AND SOILS OF HUNTERDON COUNTY. PRIORITY SHOULD TO BE
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT ENCOURAGES THE INSTALLATION AND STABILIZATION OF PERMANENT DETENTION OR RETENTION FACILITIES FROM
4.
CONSERVATION DISTRICT OR MUNICIPAL ENGINEER IF FIELD CONDITIONS OR UNFORESEEN SITUATIONS WARRANT THEM.
THE PROJECT APPLICANT AND CONTRACTOR ARE TO BE AWARE THAT ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE SOIL
3.
AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AT THE PROPOSED DEMOLITION AREAS.
LAND DISTURBANCE AND CONSTRUCTION WORK START INCLUDES ANY DEMOLITION OR CLEARING THAT TAKES PLACE ON THE PROJECT SITE. APPROPRIATE SOIL EROSION
2.
FRENCHTOWN, NJ 08825
687 PITTSTOWN ROAD
HUNTERDON COUNTY SOIL CONSERVATION DISTRICT
LEGAL ACTION. NOTICE MAY BE FAXED TO (908) 788-0795 OR MAILED TO:
FAILURE OF THIS NOTIFICATION PRIOR TO THE START OF CONSTRUCTION WILL RESULT IN THE ISSUANCE OF A STOP CONSTRUCTION ORDER AND MAY BE CAUSE FOR
NOTIFICATION PRIOR TO THE START OF ANY LAND DISTURBANCE. A
WRITTEN
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT REQUIRES AN ADVANCED 48-HOUR
1.
PROBLEM TO THE SITE.
CONSTRUCTION, PRE AND POST COMPACTION TEST MAY BE USED TO VERIFY THAT CONSTRUCTION TRAFFIC HAS NOT CAUSED A SOIL COMPACTION
TO ANY PERMANENT STABILIZATION AND PRIOR TO ISSUE OF ANY REPORT OF COMPLIANCE. WHERE TOPSOIL IS NOT BEING STRIPPED DURING
PRIOR TO APPLYING TOPSOIL FOR PERMANENT STABILIZATION. THE SOIL CONSERVATION DISTRICT WILL BE INSPECTING FOR THIS TO BE EMPLOYED PRIOR
TOPSOILING STANDARD (NJ SE&SC STANDARDS PAGE 8-2) STATES THAT WHERE THERE IS COMPACTION, THE SURFACE IS TO BE SCARIFIED 6”TO 12”
OF PROJECT CONSTRUCTION. ALL SOIL COMPACTION IS TO BE CORRECTED PRIOR TO ANY PERMANENT STABILIZATION AND COMPLETION OF PROJECT. THE
SOIL COMPACTION: AREAS OF TRAVEL WITHIN A PROJECT SITE AND/OR STAGING AND PARKING AREAS MAY HAVE SOILS COMPACTED DURING THE COURSE
45.
SCHEDULE AT THE TIME OF EVALUATION.
PORTION(S) OF THE PROJECT, REGARDLESS IF PRESENTLY UNDER CONSTRUCTION OR NOT, AS PER THE CURRENT HUNTERDON COUNTY SOIL CONSERVATION DISTRICT FEE
INSPECTION EXCEED THE PAID FEES. PRIOR TO THE FEES BEING EXCEEDED AN ADDITIONAL FEE WILL BE ASSESSED. THIS FEE WILL BE BASED ON THE INCOMPLETE
IT IS POLICY OF THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT TO PERIODICALLY EVALUATE ALL PROJECTS TO DETERMINE IF THE COSTS FOR REVIEW AND
44.
VIOLATIONS OF THE SOIL EROSION AND SEDIMENT CONTROL ACT IS A FINE OF UP TO $3,000 EACH DAY AND AN INJUNCTIVE ORDER OF THE SUPERIOR COURT.
THE PLANS AND THE ACT MAY BE CAUSE FOR COURT ACTION AND PENALTIES, PURSUANT TO N.J.S.A. 4:2453. THE MAXIMUM STATUTORY PENALTY PROVIDED BY LAW FOR
COMPLIANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS AND THE STATE SOIL EROSION AND SEDIMENT CONTROL ACT. FAILURE TO COMPLY WITH
PURSUANT TO AUTHORITY GRANTED BY N.J.S.A. 4:2447, THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT PERIODICALLY INSPECTS THE PROJECT SITE FOR
43.
ISSUED BY THE SOIL CONSERVATION DISTRICT.
BEFORE ANY CERTIFICATE OF OCCUPANCY (PERMANENT OR TEMPORARY) CAN BE GRANTED BY THE MUNICIPALITY OR STATE, A WRITTEN REPORT OF COMPLIANCE MUST BE
AGREEMENT WITH TEMPORARY STABILIZATION FOR THE WINTER SEASON) IS TO BE ISSUED BY THE SOIL CONSERVATION DISTRICT ON ALL PROJECTS AT THEIR COMPLETION.
REPORT OF COMPLIANCE: A REPORT OF COMPLIANCE APPROVING PERMANENT STABILIZATION MEASURES (OR A SOIL EROSION AND SEDIMENT CONTROL COMPLETION BOND
42.
ALL REVISIONS AND MUNICIPAL RENEWALS OF THIS PROJECT WILL REQUIRE RESUBMISSION AND APPROVAL BY THE SOIL CONSERVATION DISTRICT.
41.
SUCH AS NJDEP, MUNICIPALITY, ETC. ANY REVISIONS REQUIRED BY ANY REVIEWING AUTHORITY WOULD REQUIRE A RESUBMISSION TO THE DISTRICT FOR REVIEW.
PLANS SUBMITTED TO THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT MUST BE CONSISTENT WITH PLANS ANY PLANS SUBMITTED TO A REGULATORY AGENCY
40.
NOT AUTHORIZATION TO ENGAGE IN THE PROPOSED LAND USE UNLESS THE MUNICIPALITY OR OTHER CONTROLLING AGENCY HAS PREVIOUSLY APPROVED SUCH USE.
THE SOIL CONSERVATION DISTRICT IS LIMITED TO THE SOIL EROSION, SEDIMENTATION, AND RELATED STORMWATER MANAGEMENT CONTROLS SPECIFIED IN THIS PLAN. IT IS
THE PLANS FOR THIS PROJECT AND CERTIFIES THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THE APPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL PLANS BY
PURSUANT TO THE NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL ACT, CHAPTER 251, P.L. 1975, THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT HAS REVIEWED
39.
AND SEDIMENT CONTROL PLAN APPLICATIONS ARE TO BE FILED BY ANY NEW OWNERS ON PROJECTS/LOTS WHERE CONSTRUCTION ACTIVITIES ARE TO STILL TAKE PLACE.
IT IS THE OWNER/APPLICANTS RESPONSIBILITY TO NOTIFY THE DISTRICT OF ALL PROPERTY CONVEYANCES AND SALE OF INDIVIDUAL LOTS ON A PROJECT. SOIL EROSION
38.
INDIVIDUAL LOT.
THAT LOT. FAILURE TO MAINTAIN OR COMPLY WITH THE SOIL EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT WILL BE CAUSE FOR COMPLIANCE FAILURE ON AN
A REPORT OF COMPLIANCE FROM THE SOIL CONSERVATION DISTRICT IS REQUIRED FOR EACH DWELLING LOT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ON
37.
TEMPORARILY STABILIZED AS PER THE AGRONOMIC SPECIFICATIONS.
ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION, OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE
36.
DEVICE TYPE, GAUGE, AND SIZE.
"CURLEX" OR EQUIVALENT, FOR STABILIZATION. THE MATTING IS TO BE PROPERLY INSTALLED WITH SPECIFIED OVERLAP, CHECK SLOTS, ANCHORING SPACING, AND ANCHORING
THE MAXIMUM ALLOWABLE VEGETATED SLOPE IS 2:1. SLOPES IN EXCESS OF 3:1 (BETWEEN 2:1 AND 3:1) REQUIRE TEMPORARY EROSION CONTROL MATTING, SUCH AS EXCELSIOR
35.
ALL DEVELOPMENT ROADWAYS ARE TO BE KEPT SCRAPED/SWEPT TO REMOVE SEDIMENT ACCUMULATIONS ALONG CURBS AND AROUND STORMWATER INLETS.
34.
CONTROL IN NEW JERSEY (SUBSURFACE DRAINAGE, PAGE 32-1 THROUGH 32-4).
IF SUBSURFACE WATER PROBLEMS ARE DISCOVERED DURING CONSTRUCTION, THEY WILL BE RECTIFIED FOLLOWING THE STANDARDS FOR SOIL EROSION AND SEDIMENT
33.
CONJUNCTION WITH STRAW/HAY MULCH FOR THE PURPOSE OF ANCHORING THE MULCH WITH LIQUID MULCH BINDERS.
SEED-TO-SOIL CONTACT AND POOR GROUND SURFACE COVERAGE. ALL SEED MUST BE INCORPORATED INTO THE SOIL. HYDROSEEDING EQUIPMENT MAY BE USED IN
HYDROSEEDING/HYDROMULCHING ARE NOT RECOMMENDED PRACTICES IN HUNTERDON COUNTY DUE TO THE HIGH FAILURE RATE OF SEEDINGS, STEEP TOPOGRAPHY, POOR
32.
STABILIZED.
PROTECT THE DETENTION BASIN NEWLY GRADED/SEEDED AREAS WHILE THE OTHER CONSTRUCTION IS BEING COMPLETED AND ALL UPSTREAM AREAS ARE PERMANENTLY
A SEDIMENT BARRIER MUST BE INSTALLED ABOVE ANY DETENTION/RETENTION BASINS (BETWEEN THE ROADWAY/BUILDING CONSTRUCTION AND DETENTION BASIN). THIS IS TO
31.
REFER TO THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, (PAGE 15.3 ITEM 2 AND FIGURE 15-4) FOR THE REQUIRED DIMENSIONS AND SPACING.
TEMPORARY DIVERSIONS TO DIRECT WATER OFF OF A GRADED RIGHT-OF-WAY ONTO A STABLE AREA ARE NEEDED DURING CONSTRUCTION. FOR FURTHER INFORMATION
30.
SIZE BE SPECIFIED AS 6" WITH THICKNESS SPECIFIED AS 12" WITH FILTER FABRIC OR 18" WITHOUT FABRIC.
SMALLER STONE SIZES (3" OR 4") TEND TO WASH/ERODE UNDER HIGH INTENSITY RAIN STORMS. THE HUNTERDON DISTRICT RECOMMENDS THAT THE SMALLEST D50 STONE
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT RECOMMEND THE USE OF RIP-RAP D50 SIZES SMALLER THAN 6" FOR APRONS OR SCOUR HOLES SINCE
29.
IMPROVEMENT.
SPECIFICATIONS FOR PERMANENT SEEDING) FOR A MINIMUM DISTANCE APPROVED BY THE DISTRICT BACK FROM THE CURB-LINE PRIOR TO APPROVAL OF PERMANENT
ALL DISTURBED ROADSIDE AREAS NEED TO BE TOPSOILED, FINAL-GRADED, LIMED, FERTILIZED, SEEDED, MULCHED, AND MULCH-ANCHORED (FOLLOWING DISTRICT AGRONOMIC
28.
REVISED PLAN SUBMITTED FOR CERTIFICATION.
THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS ARE NOT TO BE EXCEEDED UNLESS AUTHORIZED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT AND A
27.
LEAST THE CALCULATED STONE D50 SIZE OF A REGULAR RIP-RAP APRON. FILTER FABRIC IS TO BE INSTALLED BETWEEN THE SUBGRADE AND THE GABIONS.
ANY GABION BASKETS USED ON THE PROJECT ARE TO BE COATED WITH PLASTIC OR PVC AND FILLED WITH 4"-7" ANGULAR ROCK. THE GABION THICKNESS IS TO BE AT
26.
STOCKPILING OF FINES (SAND, QUARRY-PROCESS-BLEND, ETC.) IS NOT ALLOWED ON PAVED SURFACES OF THE PROJECT SITE.
25.
DISTRICT IS A VIOLATION OF THE STATE SOIL EROSION AND SEDIMENT CONTROL ACT.
THE PROJECT SITE. REMOVAL OF ANY SOIL MATERIAL FROM THE PROJECT SITE WITHOUT WRITTEN AUTHORIZATION FROM THE HUNTERDON COUNTY SOIL CONSERVATION
CONTROL PLAN MUST BE SUBMITTED TO, REVIEWED AND CERTIFIED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT PRIOR TO ANY MATERIAL REMOVAL FROM
WILL NOTIFY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT AS TO THE PLANNED DISPOSAL SITE LOCATION. IF APPLICABLE, A SOIL EROSION AND SEDIMENT
IF EXCESS FILL OR ANY OTHER MATERIAL IS TO BE REMOVED FROM THE SITE, THE PROJECT OWNER/APPLICANT SHALL BE RESPONSIBLE FOR ITS PROPER DISPOSAL AND
24.
SOIL MANAGEMENT NOTE:
SOIL AND SEDI
MENT CONTROL IN NEW JERSEY.
SOIL MANAGEMENT AND PREPARATION STANDARDS FOR
COMPACTION REMEDIATION, AS PER EXEMPTION #3 UNDER
THE PROPOSED PROJECT DOES NOT REQUIRE
SOIL MANAGEMENT NOTE:
SOIL AND SEDI
MENT CONTROL IN NEW JERSEY.
SOIL MANAGEMENT AND PREPARATION STANDARDS FOR
COMPACTION REMEDIATION, AS PER EXEMPTION #3 UNDER
THE PROPOSED PROJECT DOES NOT REQUIRE
7/16/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-2.sht
4:51:28 PM
TIME:
7/16/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-2.sht
4:51:28 PM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
8
16
EP-2
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
ENVIRONMENTAL NOTES AND COMMITMENTS
PERMITS
ISSUED
EXPIRES
04/02/25
04/01/30
PERMIT TYPE AND FILE NO.
10. SEE PERMIT FOR STANDARD CONDITIONS.
PROTECTION AND PLANNING ACT.
BE SUBJECT TO THE REQUIREMENTS OF THE HIGHLANDS WATER
N.J.S.A. 13:20-1, AND AS SUCH, ANY DEVELOPMENT ON THIS PROPERTY MAY
HIGHLANDS PLANNING AREA OF A CONFORMING TOWNSHIP, DEFINED AT
SUBJECT TO THIS PERMIT AUTHORIZATION IS LOCATED WITHIN THE
9. HIGHLANDS REQUIREMENT: PLEASE BE ADVISED THAT THE PROPERTY
CONDITION.
PRECAUTIONS TO ENSURE CONTINUOUS COMPLIANCE WITH THIS
IT BE DETERMINED THAT THE PERMITTEE HAS NOT TAKEN PROPER
OR THE RIGHT TO SUSPEND ALL REGULATED ACTIVITIES ONSITE SHOULD
MEASURES ARE REQUIRED TO PROTECT STATE-REGULATED RESOURCES,
CONSERVATION MEASURES IF IT BECOMES EVIDENT THAT ADDITIONAL
DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL SOIL
PROHIBITED ANYTIME BUT ESPECIALLY DURING THIS PERIOD. THE
MINIMUM INCREASE IN THE NATURAL LEVEL OF TURBIDITY, IS ALSO
SEDIMENT INTO SAID STREAM OR WHICH COULD CAUSE MORE THAN A
WATERCOURSE WHICH DOES NOT MINIMIZE THE INTRODUCION OF
WITHIN THE FLOOD HAZARD AREA OR RIPARIAN ZONE OF THIS
MARCH 15 AND JUNE 15 OF EACH YEAR. IN ADDITION, ANY ACTIVITY
CONSTRUCTION ACTIVITIES NEAR THE BANKS OF THE CHANNEL BETWEEN
CAUTION SHALL BE TAKEN FOR ANY GRADING, EXCAVATION OR
RARITAN RIVER UNT FROM SEDIMENT GENERATING ACTIVITIES, SPECIAL
8. IN ORDER TO PROTECT TROUT SPECIES WITHIN THE SOUTH BRANCH
VEGETATION IN ACCORDANCE WITH N.J.A.C. 7:13-11.2(Z).
DISTURBED AREAS SHALL BE RESTORED WITH INDIGENOUS, NON-INVASIVE
DRAWINGS. UPON COMPLETION OF THE PROJECT, ALL TEMPORARY
DISTURBED IN THE AREAS SPECIFICALLY KNOWN ON THE APPROVED
VEGETATION WITHIN 300-FT OF THE TOP OF THE BANK SHALL ONLY BE
ALONG THE SOUTH BRANCH RARITAN RIVER UNT IS 300-FT. THEREFORE,
7. THE DEPARTMENT HAS DETERMINED THAT THE RIPARIAN ZONE ONSITE
SATISFIED.
SATISFACTORY TO THE DIVISION THAT SUCH CONDITION(S) CANNOT BE
OF THE EFFECTIVE DATE OF THE PERMIT, OR PROVIDE EVIDENCE
PERMITTEE SHALL COMPLY WITH SUCH CONDITION(S) WITHIN SIX MONTHS
PERMIT OR, IF NO TIME SPECIFIC REQUIREMENT IS IMPOSED, THEN THE
COMPLY WITH SUCH CONDITION(S) WITHIN THE TIME REQUIRED BY THE
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL
6. IF THIS PERMIT CONTAINS A CONDITION THAT MUST BE SATISFIED
OF EACH CALENDAR YEAR.
CLEARING OF ALL WOODY VEGETATION FROM APRIL 1 TO NOVEMBER 15
PERMITTEE SHALL ADHERE TO A SEASONAL RESTRICTION ON THE
TRICOLORED BAT, AS WELL AS NESTING MIGRATORY BIRD SPECIES, THE
5. TO AVOID IMPACTS TO INDIANA BAT, NORTHERN LONG-EARED BAT,
DRAINAGE OF THE RECEIVING AREA.
AND IN SUCH A WAY AS TO NOT INTERFERE WITH THE POSITIVE
OPEN WATER, FRESHWATER WETLAND, AND ADJACENT TRANSITION AREA,
LAWFUL MANNER OUTSIDE OF ANY FLOOD HAZARD AREA, RIPARIAN ZONE,
4. ALL EXCAVATED AND DREDGED MATERIAL MUST BE DISPOSED OF IN A
FOR COMPLIANCE WITH THESE RULES.
THEREFORE, THE DEPARTMENT DID NOT REVIEW THE PROPOSED PROJECT
DEFINED IN THE STORMWATER MANAGEMENT RULES AT N.J.A.C. 7:8-1.2.
DETERMINED THAT THIS PROJECT IS NOT A MAJOR DEVELOPMENT AS
3. FOR THE PURPOSES OF THIS PERMIT, THE DEPARTMENT HAS
THE PROJECT.
PROPER WORKING CONDITION THROUGHOUT THE ENTIRE DURATION OF
GRADING OR CONSTRUCTION ONSITE, AND SHALL BE MAINTAINED IN
MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING ANY CLEARING,
2. ALL SEDIMENT BARRIERS AND OTHER SOIL EROSION CONTROL
THE APPROVED PLANS.
UNLESS EXPRESSLY APPROVED BY THIS PERMIT AND/OR DESCRIBED ON
WITHIN ANY CHANNEL, FRESHWATER WETLAND OR TRANSITION AREA,
1. CONSTRUCTION EQUIPMENT SHALL NOT BE STORED, STAGED, OR DRIVEN
PERMIT FOR ALL CONDITIONS)
SELECTED PERMIT CONDITIONS (SEE ACTUAL
LUP 240001
FILE No. 1014-24-0002.1
AREA INDIVIDUAL PERMIT,
NJDEP FLOOD HAZARD
16
NOT A MAJOR DEVELOPMENT
STORMWATER MANAGEMENT RULE -
= 0.04 ACRES (<‚ ACRE)
NET NEW IMPERVIOUS SURFACING
= 0.23 ACRES (<1 ACRE)
TOTAL LAND DISTURBANCE AREA
DISCHARGES OF PETROLEUM AND OTHER HAZARDOUS SUBSTANCES AT N.J.A.C. 7:1E.
58:10-23.11 ET SEQ., AND OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES FOR
WASTES ARE SUBJECT TO THE PROVISIONS OF THE SPILL COMPENSATION AND CONTROL ACT, N.J.S.A.
DISCHARGES OF HAZARDOUS SUBSTANCES (AS DEFINED IN N.J.A.C. 7:1E-1.6) IN CONSTRUCTION SITE
18.
RE AS SPECIFIED IN THE OIL-ONLY EMERGENCY SPILL KIT SPECIFICATION IN SECTION 158.
CLEAN UP AND REMEDIATE THE SPILL AS DIRECTED BY NJDEP. SUBMIT AN INCIDENT REPORT TO THE
IMMEDIATELY CONTACT THE NJDEP HOTLINE AT 1-877-WARN DEP (1-877-927-6337), AS WELL AS THE RE.
IF A SPILL OCCURS AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IMMEDIATELY CONTAIN IT AND
17.
202.03.08 OF THE SPECIFICATIONS. REPLACE COMPONENTS OF SPILL KITS AS USED.
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS AND AS SPECIFIED IN
CLEAN UP ALL SPILLS. ENSURE CLEANED UP MATERIALS ARE DISPOSED OF IN ACCORDANCE WITH ALL
THE OIL-ONLY EMERGENCY SPILL KIT SPECIFICATION IN SECTION 158. IMMEDIATELY CONTAIN AND
CAPABLE OF CLEANING UP AT LEAST 95 GALLONS OF SPILL. ENSURE THE KITS ARE AS SPECIFIED IN
EMERGENCY SPILL KITS THAT ARE READILY AVAILABLE WITHIN THE PROJECT LIMITS, WITH EACH KIT
BEFORE THE START OF CONSTRUCTION OPERATIONS, PROVIDE A MINIMUM OF TWO (2) OIL-ONLY
16.
ADJACENT TO THE WORK SITE FOR ALL WORKERS AND OTHER SANITARY NEEDS.
PROPER DISPOSAL OF SANITARY SEWAGE/SEPTAGE. PROVIDE AND MAINTAIN ADEQUATE FACILITIES
DISCHARGES OF RAW SANITARY SEWAGE OR SEPTAGE ONSITE ARE STRICTLY PROHIBITED. ENSURE
15.
THE AMOUNT OF CONCRETE BEING POURED AT ONE TIME.
CONCRETE WASHOUT FACILITY LOCATION MAY BE NECESSARY DEPENDING ON EASE OF ACCESS AND
STREAMS, WETLANDS, OR OTHER AREAS SHOWN ON THE PLANS. MORE THAN ONE DESIGNATED
FACILITIES SHOULD BE NO CLOSER THAN 150 FT FROM ENVIRONMENTALLY SENSITIVE AREAS SUCH AS
CONCRETE WASHOUT SYSTEM SPECIFICATION IN SECTION 158. LOCATIONS FOR CONCRETE WASHOUT
OUTSIDE OF DESIGNATED AREAS. PROVIDE CONCRETE WASHOUT FACILITY(IES) AS SPECIFIED IN THE
CONCRETE WASHOUT SYSTEM: CONCRETE WASHOUT WITHIN THE PROJECT LIMITS IS PROHIBITED
14.
THEY OVERFLOW. IMMEDIATELY CLEANUP SPILLS AT SUCH CONTAINERS SHOULD THEY OCCUR.
(WITH LIDS OR COVERS) FOR WASTE. ENSURE WASTE IS COLLECTED FROM SUCH CONTAINERS BEFORE
COLLECTION AREAS ONSITE OR ADJACENT TO THE SITE, AND AN ADEQUATE NUMBER OF CONTAINERS
DISCHARGE/RUNOFF. ENSURE THE PROJECT LIMITS HAVE ONE OR MORE DESIGNATED WASTE
LITTER AND WASTE THAT HAS THE POTENTIAL TO BE TRANSPORTED BY WIND, STORMWATER
ENSURE THE PROJECT LIMITS ARE KEPT CLEAN AND FREE OF DEBRIS, TRASH AND LITTER. CONTAIN
13.
LITTER STATUTE (N.J.S.A.13:1E-99.3); AND OSHA REQUIREMENTS FOR SANITATION AT 29 C.F.R. 1926.
N.J.A.C. 7:26, 7:26A, AND 7:26G; THE NEW JERSEY PESTICIDE CONTROL CODE AT N.J.A.C. 7:30; THE STATE
STATE SOLID WASTE MANAGEMENT ACT, N.J.S.A. 13:1E-1 ET SEQ., AND ITS IMPLEMENTING RULES AT
WASTES, INCLUDING LITTER AND HAZARDOUS AND SANITARY WASTES, IS IN ACCORDANCE WITH THE
ENSURE THE HANDLING OF WASTE BUILDING MATERIAL, RUBBLE AND OTHER CONSTRUCTION SITE
12.
OF THE AFOREMENTIONED MATERIALS.
NOTIFY THE USFWS IMMEDIATELY IF WETLANDS OR WATERWAYS BECOME CONTAMINATED WITH ANY
FEET, IF FEASIBLE, FROM A WATERBODY, WETLAND, OR OTHER ENVIRONMENTALLY SENSITIVE AREA.
DO NOT CONVEY ANY OF THE AFOREMENTIONED MATERIALS. STORE PRODUCTS AT A MINIMUM OF 150
STORMWATER DISCHARGE/RUNOFF FROM THE PROJECT LIMITS. ENSURE THAT ALL STORMWATER INLETS
NECESSARY TO PREVENT OR MINIMIZE THE PRESENCE OF WASTE FROM SUCH MATERIALS IN THE
RECOMMENDED APPLICATION RATES, USES, AND METHODS ARE STRICTLY FOLLOWED TO THE EXTENT
CURING COMPOUNDS IN CONTAINERS IN A DRY COVERED AREA. ENSURE MANUFACTURERS'
PAINT THINNERS, CLEANING SOLVENTS AND ACIDS, DETERGENTS, CHEMICAL ADDITIVES, AND CONCRETE
STORE PESTICIDES, FERTILIZERS, FUELS, LUBRICANTS, PETROLEUM PRODUCTS, ANTIFREEZE, PAINTS AND
11.
ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS THROUGH THE RE.
DURING CONSTRUCTION, CEASE OPERATIONS IMMEDIATELY AND CONTACT THE BUREAU OF LANDSCAPE
IF AN ARCHAEOLOGY SITE OR UNDERGROUND STORAGE TANKS ARE UNEXPECTEDLY DISCOVERED
10.
ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS' ENVIRONMENTAL TEAM.
VEGETATION AS DIRECTED BY THE RE IN CONSULTATION WITH THE BUREAU OF LANDSCAPE
THEIR PRE-CONSTRUCTION GRADES USING NATIVE SOILS AND PLANTED WITH INDIGENOUS NON-INVASIVE
UPON COMPLETION OF THE PROJECT, ALL TEMPORARILY DISTURBED AREAS MUST BE RESTORED TO
9.
ENSURE ALL VEGETATION OUTSIDE LIMITS OF DISTURBANCE IS PRESERVED.
8.
WATERWAYS ON SITE, REGARDLESS OF THE CONTRIBUTORY DRAINAGE AREA.
REASON, EXCEPT WHERE APPROVED BY THE NJDEP. THIS CONDITION APPLIES TO ALL STREAMS AND
WITHIN 50 FEET FROM THE TOP OF ALL STREAM BANKS ON SITE ARE NOT DISTURBED FOR ANY
ENSURE THAT TREES, SHRUBS, GRASSES, AND OTHER VEGETATION LOCATED ON STREAM BANKS AND
7.
IN SUCH A WAY AS NOT TO INTERFERE WITH THE POSITIVE DRAINAGE OF THE RECEIVING AREA.
MANNER OUTSIDE OF ANY REGULATED FLOODPLAIN, OPEN WATER, WETLAND, OR TRANSITION AREA, AND
EXCAVATED MATERIAL THAT WILL NOT BE USED AS BACKFILL MUST BE DISPOSED OF IN A LAWFUL
6.
SLURRY IN A CONCRETE WASHOUT FACILITY IF THAT ITEM IS PART OF THE CONTRACT.
OF IT AS SPECIFIED IN 202.03.07.B OF THE SPECIFICATIONS. THE CONTRACTOR MAY MANAGE THE
ABOUT BY TRAFFIC MOTION, WIND, OR PRECIPITATION. CONTAIN THE CONCRETE SLURRY AND DISPOSE
CONTINUOUS REMOVAL OF GRINDING RESIDUE FROM THE PAVEMENT SURFACE BEFORE IT IS BLOWN
NOT LIMITED TO, BRIDGE DECK, APPROACH SLAB, AND TRANSITION SLAB SAWCUTTING. PROVIDE FOR
ENVIRONMENTALLY SENSITIVE AREAS, SUCH AS WETLANDS AND WATER BODIES. THIS INCLUDES, BUT IS
CREATE A DUST HAZARD AND ENSURE THAT DEBRIS AND SLURRY DO NOT ENTER INLETS OR
OPERATIONS THAT COULD CAUSE DUST, SLURRY, AND STORMWATER RUNOFF PROBLEMS, DO NOT
GRINDING, SLIP-FORM PAVING, PLACEMENT OF PERMANENT ROADWAY REFLECTIVE MARKERS, AND SIMILAR
DURING SAWCUTTING, MILLING, CORE SAMPLING, INSTALLING LONGITUDINAL JOINT TIES, DIAMOND
5.
POTENTIALLY CAUSE DAMAGE TO THE ENVIRONMENTALLY SENSITIVE AREA.
ENVIRONMENTAL TEAM SHOULD BE CONTACTED FOR GUIDANCE IF RETRIEVAL OF DEBRIS MAY
PROMPTLY REMOVE IT. THE BUREAU OF LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS'
DEBRIS DOES ACCIDENTALLY FALL INTO ANY OF THESE ENVIRONMENTALLY SENSITIVE AREAS,
TO PREVENT FINES, AS WELL AS LARGER PIECES OF DEBRIS, FROM ENTERING THE WATERBODY. IF
ENVIRONMENTALLY SENSITIVE AREAS TO CATCH DEBRIS. TEMPORARY SHIELDING IS TO BE DESIGNED
TEMPORARY SHIELDING IS TO BE USED DURING DEMOLITION OF BRIDGES OVER THESE
UNIMPACTED WETLANDS/TRANSITION AREAS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.
DO NOT DROP WASTE CONCRETE, DEBRIS, OR OTHER CONSTRUCTION MATERIAL INTO WATER BODIES,
4.
SPECIFICATION IN SECTION 158.
WASHOUT FACILITY AND MANAGED AS SPECIFIED IN THE CONCRETE WASHOUT SYSTEM
WATERBODY. ALL PUMPED WATER IS TO BE DISCHARGED TO A HOLDING TANK OR CONCRETE
NO PUMPED WATER FROM CONCRETE/GROUT OPERATIONS MAY BE DISCHARGED DIRECTLY TO A
CONCRETE/GROUT THAT COMES IN CONTACT WITH A WATERBODY MUST BE REMOVED IMMEDIATELY.
WITH WATER BODIES. RAW CONCRETE/GROUT IS TOXIC TO AQUATIC BIOTA. ANY RAW
PRECAUTIONS MUST BE TAKEN TO PREVENT RAW CONCRETE/GROUT FROM COMING INTO CONTACT
3.
FROM THE STREAM CORRIDOR AND ADJACENT LANDS.
WILL REMOVE AND DISPOSE OF IN A LAWFUL MANNER ALL EXCESS MATERIAL, EQUIPMENT, AND DEBRIS
CORRIDOR UPON COMPLETION OR ABANDONMENT OF THE WORK. THE APPLICANT AND/OR ITS AGENTS
DUMPING ANY MATERIALS, EQUIPMENT, DEBRIS, OR STRUCTURES WITHIN OR ADJACENT TO THE STREAM
PERMIT ANY UNREASONABLE INTERFERENCE WITH THE FREE FLOW OF ANY STREAM BY PLACING OR
DURING THE COURSE OF CONSTRUCTION, NEITHER THE APPLICANT NOR ITS AGENTS WILL CAUSE OR
2.
FENCE.
ENVIRONMENTALLY SENSITIVE AREA. PROTECT STOCKPILE BASES WITH A HAY BALE BARRIER OR SILT
FEASIBLE, OF A SLOPE, DRAINAGE FACILITY, WATERBODY, WETLAND, FLOODPLAIN, OR OTHER
STOCKPILES, VEHICLES, CONCRETE WASHOUT FACILITIES, AND/OR EQUIPMENT WITHIN 50 FEET, IF
ALLOW FOR ENCROACHMENT BEYOND THE FENCING LOCATIONS. IN ADDITION, DO NOT LOCATE
HAZARD AREAS BEYOND THE CAUTION FENCE AND SILT FENCE AS SHOWN ON THE PLANS. DO NOT
WETLANDS/TRANSITION AREAS/STATE OPEN WATER AREAS/FLOODPLAINS/RIPARIAN ZONES/FLOOD
SENSITIVE AREA - DO NOT ENCROACH UPON OR STORE ANY EQUIPMENT/VEHICLE/MATERIALS IN
1.
COORDINATION WITH REGULATORY AGENCIES.
DETERMINE THE NEED FOR ADDITIONAL REGULATORY COMPLIANCE. THIS MAY REQUIRE
RE-EVALUATED BY THE NJDOT BUREAU OF ENVIRONMENTAL PROGRAM RESOURCES (BEPR) TO
IF THERE ARE ANY CHANGES TO THE PROPOSED ACTIVITIES, THE CHANGES MUST BE
33.
AND SAMPLED FOR PROPER DISPOSAL.
IF CONTAMINATED SOILS ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE STOCKPILED
32.
ELIMINATION SYSTEM (NJDES).
CONTACT WITH PROPOSED ACTIONS MUST MEET THE NEW JERSEY POLLUTANT DISCHARGE
PROPOSED NEW INLETS, RECONSTRUCTED INLETS, AND EXISTING INLETS THAT COME INTO
31.
RIVER RESERVE (BLOCK 29/LOT 1) ADJACENT TO THE SOUTHERN END OF HART STREET.
CONSTRUCTION, NO STAGING SHOULD TAKE PLACE WITHIN THE GAP-ENCUMBERED SOUTH BRANCH
PERMITS/APPROVALS. NO SUCH WORK CAN BE DONE WITHOUT SUCH CONSULTATION. DURING
PROGRAM RESOURCES (BEPR) FOR FURTHER INPUT AND DETERMINATION OF NECESSARY
FOR ANY REASON, THE CONTRACTOR IS TO CONTACT THE NJDOT BUREAU OF ENVIRONMENTAL
OPEN SPACE. IF THE CONTRACTOR WISHES TO USE THESE AREAS OR ACCESS THESE AREAS
AS WETLANDS, FLOODPLAINS, OR NEAR ANY STREAMS), HISTORIC PROPERTIES, OR PUBLIC OWNED
EQUIPMENT/VEHICLES/MATERIALS) ARE PROHIBITED IN ENVIRONMENTALLY SENSITIVE AREAS (SUCH
CONSTRUCTION STAGING ACTIVITIES (INCLUDING THE STORAGE OF
30.
FOR EACH HEALTH AND SAFETY COORDINATOR.
INCLUDE IN THE SITE-SPECIFIC HASP APPLICABLE TRAINING AND QUALIFICATIONS DOCUMENTATION
FOR THE WORK REQUIRED, SHALL IMPLEMENT THE AIR MONITORING PROGRAM. THE CIH/CSP SHALL
CIH/CSP OR AN ASSIGNED COORDINATOR, SUITABLY TRAINED AND APPROVED BY THE CIH/CSP
EXCAVATION AND LOADING OPERATIONS OF REGULATED MATERIAL. IF DEEMED NECESSARY, THE
DUST, ORGANIC VAPORS AND/OR AIR CONTAMINANTS RELATED TO VEHICLE EMISSIONS) DURING
AND SAFETY PLAN (HASP). THE CIH/CSP SHALL EVALUATE THE NEED FOR AIR MONITORING (FOR
REGULATED MATERIAL TO ENSURE CONFORMANCE WITH THE APPROVED SITE-SPECIFIC HEALTH
EXCAVATION AND/OR OTHER CONSTRUCTION ACTIVITIES AND DURING THE HANDLING OF
THE HEALTH AND SAFETY COORDINATOR SHALL MONITOR THE WORKING CONDITIONS DURING
29.
LIBRARIES, AND PUBLIC RECREATION AREAS.
RESIDENTIAL BUILDINGS, MOTELS, HOTELS, SCHOOLS, CHURCHES, HOSPITALS, NURSING HOMES,
AND THE NOISE SENSITIVE SITES. NOISE SENSITIVE SITES INCLUDE BUT ARE NOT LIMITED TO
NOISE SENSITIVE SITES WITHOUT PORTABLE NOISE BARRIERS PLACED BETWEEN THE EQUIPMENT
STATIONARY EQUIPMENT POWERED BY AN INTERNAL COMBUSTION ENGINE WITHIN 150 FEET OF
SILENCERS. ENSURE AIR COMPRESSORS MEET EPA NOISE EMISSION STANDARDS. DO NOT OPERATE
PROPERLY MAINTAINED MUFFLER. FIT AIR-POWERED EQUIPMENT WITH PNEUMATIC EXHAUST
EQUIP CONSTRUCTION EQUIPMENT POWERED BY AN INTERNAL COMBUSTION ENGINE WITH A
EMPLOY METHODS AND CONTROLS TO MINIMIZE NOISE CAUSED BY CONSTRUCTION OPERATIONS.
28.
WETLANDS TO PREVENT THE SPREAD OF INVASIVE SPECIES.
THOROUGHLY WASH CONSTRUCTION EQUIPMENT OFFSITE BEFORE USE WITHIN 500 FEET OF
27.
CONTINUOUS COMPLIANCE WITH THESE CONDITIONS.
SHOULD IT BE DETERMINED THAT PROPER PRECAUTIONS HAVE NOT BEEN TAKEN TO ENSURE
PASSAGE. THE NJDEP RESERVES THE RIGHT TO SUSPEND ALL REGULATED ACTIVITIES ON SITE
ACCORDANCE WITH THE CULVERT PIPE(S) PLACEMENT TO ALLOW FOR LOW FLOW FISH
THE PIPES AND RIP-RAP MUST BE PLACED, SHAPED AND/OR EMBEDDED INTO THE CHANNEL IN
DOWNSTREAM OF THE CROSSINGS. ANY APRON MUST HAVE A CONCAVE BOTTOM TO MATCH
SLIGHTLY BELOW EXISTING STREAM BOTTOM INVERTS AS FOUND IMMEDIATELY UPSTREAM AND
LOW FLOW FISH PASSAGE: THE PLACEMENT OF PIPE CULVERTS MUST BE AT OR JUST
26.
NOVEMBER 15 OF EACH CALENDAR YEAR.
REMOVAL OF TREES WITHIN THE PROJECT LIMIT OF DISTURBANCE FROM APRIL 1 THROUGH
SEPTENTRIONALIS), THE PERMITTEE SHALL ADHERE TO A SEASONAL RESTRICTION FOR THE
DUE TO THE PRESENCE OF INDIANA AND NORTHERN LONG-EARED BATS (MYOTIS
25.
AND NJDOT SPECIFICATIONS 201.03.05 AND 201.03.06.
SEALING OF MONITORING WELLS SHALL BE DONE IN ACCORDANCE WITH NJDEP REQUIREMENTS
BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. THE REPAIR, REPLACEMENT, OR
THEM FROM BEING DAMAGED. ANY MONITORING WELLS DAMAGED DURING CONSTRUCTION SHALL
MONITORING WELLS IN AND NEAR THE CONSTRUCTION ZONE MUST BE BARRICADED TO PREVENT
24.
THE PROJECT LIMITS. MAKE THE FORM AVAILABLE UPON REQUEST.
CHECKLIST AND INSPECTION FORM FOR EACH INSPECTION AND RETAIN THE ORIGINAL WITHIN
SECTION 158 OF THE SPECIFICATIONS. COMPLETE THE NJDOT ENVIRONMENTAL COMPLIANCE
OPERATIONS) ARE TO BE PERFORMED BY THE CONTRACTOR AND THERE AS SPECIFIED IN
SEDIMENT CONTROL MEASURES, WATER QUALITY MEASURES, AND SITE WASTE CONTROL
ENVIRONMENTAL COMPLIANCE INSPECTIONS (INCLUDING, BUT NOT LIMITED TO, SOIL EROSION AND
23.
ENSURE TIMBER IS USED UNDER EQUIPMENT IN WET AREAS TO PREVENT SOIL COMPACTION.
22.
STABILIZE STORM DRAINAGE OUTLETS BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.
21.
PROTECTED BY TURBIDITY BARRIER WITHOUT CAUSING SCOUR OR EROSION.
DEWATERING ACTIVITIES SHOULD BE RETURNED TO A PORTION OF THE WATERBODY THAT IS
ANY REGULATORY PERMIT TIMING RESTRICTION PERIOD. CLEAN AND CLEAR WATER FROM
FACILITIES INVOLVING GROUND DISTURBANCE NEAR A WATERBODY IS TO BE DONE OUTSIDE OF
OTHERWISE, PERMIT MODIFICATIONS MAY BE REQUIRED. CONSTRUCTION OF DEWATERING
BE LOCATED IN UNIMPACTED WETLAND OR TRANSITION AREAS OR IN FLOODPLAINS, IF FEASIBLE.
CONTROL TANKS/SEDIMENT CONTROL BAGS NEEDED FOR DEWATERING ACTIVITIES SHOULD NOT
CONTROL ITEMS SHOULD BE USED IN ACCORDANCE WITH SECTION 158. BASINS/SEDIMENT
AS SPECIFIED IN SECTION 501 OF THE SPECIFICATIONS. STANDARD SOIL EROSION AND SEDIMENT
DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. PERFORM DEWATERING
WATERBODIES, WETLANDS, OR INLETS IS PROHIBITED. NECESSARY PRECAUTIONS MUST BE TAKEN
PUMPING OF SEDIMENT-LADEN WATER FROM DEWATERING ACTIVITIES DIRECTLY INTO
20.
PROTECT FUELING AREAS FROM RUN-ON AND RUNOFF.
MATERIAL AND DISPOSE OF THE MATERIAL AS SPECIFIED IN 202.03.08 OF THE SPECIFICATIONS.
REPAIR LEAKING EQUIPMENT OR REMOVE IT FROM THE PROJECT LIMITS. CLEAN UP THE TAINTED
TANKS CLOSER THAN 300 FEET, WHERE FEASIBLE, FROM THESE SENSITIVE AREAS. IMMEDIATELY
A WATERBODY, WETLAND, OR OTHER ENVIRONMENTALLY SENSITIVE AREA. DO NOT STORE FUEL
ENSURE REFUELING OPERATIONS ARE CONDUCTED AT A MINIMUM OF 150 FEET, IF FEASIBLE, FROM
19.
AVOIDANCE AND MINIMIZATION MEASURES (AMM)
THE INDIANA BAT AND NORTHERN LONG-EARED BAT. NOTE: PROJECT IS OUTSIDE OF DOCUMENTED HABITAT.
16 TO MARCH 31), OCCURS WITHIN 100 FT. OF THE ROAD SURFACE, AND IS OUTSIDE THE DOCUMENTED HABITAT OF
TREE REMOVAL/TRIMMING AMM 3: ENSURE TREE REMOVAL/TRIMMING IS LIMITED TO THE INACTIVE SEASON (NOVEMBER
5.
CONTRACTORS STAY WITHIN CLEARING LIMITS.
FIELD (E.G., INSTALL BRIGHT-COLORED FLAGGING/FENCING PRIOR TO ANY TREE REMOVAL/TRIMMING TO ENSURE
PLANS AND ENSURE THAT CONTRACTORS UNDERSTAND CLEARING LIMITS AND HOW THEY ARE MARKED IN THE
TREE REMOVAL/TRIMMING AMM 2: ENSURE TREE REMOVAL/TRIMMING IS LIMITED TO THAT SPECIFIED IN PROJECT
4.
TO IMPLEMENT THE PROJECT SAFELY.
ALIGNMENTS) TO THE EXTENT PRACTICABLE TO AVOID TREE REMOVAL/TRIMMING IN EXCESS OF WHAT IS REQUIRED
TREE REMOVAL/TRIMMING AMM 1: MODIFY ALL PHASES/ASPECTS OF THE PROJECT (E.G., TEMPORARY WORK AREAS,
3.
LIGHTING AMM 1: DIRECT TEMPORARY LIGHTING AWAY FROM FOREST/TREES HABITAT FROM APRIL 1 TO NOVEMBER 15.
2.
COMMITMENTS, INCLUDING ALL APPLICABLE AMMS.
SUITABLE HABITAT FOR THE INDIANA BAT & NORTHERN LONG-EARED BAT ARE AWARE OF ALL ENVIRONMENTAL
GENERAL AMM 1: ENSURE ALL OPERATORS, EMPLOYEES, AND CONTRACTORS WORKING IN PROJECT AREAS WITH A
1.
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-3.sht
11:01:42 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-3.sht
11:01:42 AM
TIME:
N.T.S.
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
9
16
EP-3
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
EXISTING GROUND
GROUND
EXISTING
MIN.
15'
6" MIN.
6"
6"
GEOTEXTILE FABRIC
AS REQUIRED
OR GREATER,
25' RADIUS
AS REQUIRED
100' OR GREATER,
AS REQUIRED
OR GREATER,
25' RADIUS
ROW
PUBLIC
AS REQUIRED
100' OR GREATER,
ROW
PUBLIC
NOTE:
PROFILE AND PLAN VIEW
STABILIZED CONSTRUCTION DRIVEWAY
RIGHT-OF-WAY.
CONSTRUCTION ENTRANCE AND THE PUBLIC
PROVIDE TRANSITION BETWEEN THE STABILIZED
OF ROADWAY
PERCENT SLOPE
LENGTH OF STONE REQUIRED
0 TO 2%
2 TO 5%
>5%
50 FT
100 FT
COARSE GRAINED SOILS
FINE GRAINED SOILS
1
1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.
200 FT
100 FT
ENTIRE SURFACE STABILIZED WITH FABRIC BASE COURSE
INLET FILTERS, TYPE 2
WIDTH=W
LENGTH=L
CURB OPENING
DEPTH=D
LUMBER
OVERFLOW
PROVIDE FOR FLOOD
DUMP STRAP (TYP.)
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
GRATE
INLET
BAG DETAIL
LUMBER
(2 EACH)
STRAPS
DUMP
INSTALLATION DETAIL
BAG
INLET FILTER
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
DUMP STRAPS
2" FLAT WASHERS)
(1/4" NYLON ROPE,
RESTRAINT
EXPANSION
INLET FILTERS, TYPE 2
WIDTH=W
LENGTH=L
CURB OPENING
DEPTH=D
LUMBER
OVERFLOW
PROVIDE FOR FLOOD
DUMP STRAP (TYP.)
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
GRATE
INLET
BAG DETAIL
INSTALLATION DETAIL
LUMBER
(2 EACH)
STRAPS
DUMP
2" FLAT WASHERS)
(1/4" NYLON ROPE,
RESTRAINT
EXPANSION
BAG
INLET FILTER
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
DUMP STRAPS
EXISTING GROUND
GROUND
EXISTING
MIN.
15'
6" MIN.
6"
6"
GEOTEXTILE FABRIC
AS REQUIRED
OR GREATER,
25' RADIUS
AS REQUIRED
100' OR GREATER,
AS REQUIRED
OR GREATER,
25' RADIUS
ROW
PUBLIC
AS REQUIRED
100' OR GREATER,
ROW
PUBLIC
PROFILE AND PLAN VIEW
STABILIZED CONSTRUCTION DRIVEWAY
OF ROADWAY
PERCENT SLOPE
LENGTH OF STONE REQUIRED
0 TO 2%
2 TO 5%
>5%
50 FT
100 FT
COARSE GRAINED SOILS
FINE GRAINED SOILS
1
1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.
200 FT
100 FT
ENTIRE SURFACE STABILIZED WITH FABRIC BASE COURSE
FLOW
FLOW
NOTES:
4" SQUARE OPENINGS
STEEL WIRE MESH,
15 GAUGE WELDED
HEAVY DUTY SILT FENCE
(4'-0" WIDE)
GEOTEXTILE
6" x 6" TRENCH
CONSTRUCTION AREA
MIN.
3'-0"
C TO C
4'-0"
FENCE POST.
GALVANIZED CHAIN-LINK
4" x 4" WOOD, OR 2" DIA.
6"
6"
6" x 6" TRENCH
UPHILL
OR SLIGHTLY
POST-PLUMB
FABRIC
WIRE
GEOTEXTILE
BATTEN
FLOW
POST
2'-0"
BURY 6" OF WIRE FABRIC IN TIDAL AREAS.
5.
TOP. DO NOT SPLICE INDIVIDUAL ROLLS AT LOW POINTS.
WITH SCREWS AT 6 INCH INTERVALS STARTING 3 INCHES FROM THE
AROUND A BATTEN TWICE AND ATTACHING THE BATTEN TO POST
COMMON POST BY WRAPPING EACH END OF THE GEOTEXTILE
SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A
4.
IN PLACE.
BURY BOTTOM 1 FOOT OF GEOTEXTILE AS PER SILT FENCE AND TAMP
3.
BURY FENCE POST 2'-0" BELOW GROUND.
2. INCH INTERVALS STARTING 3 INCHES FROM TOP.
AND THE POSTS PLACING SCREWS, OR APPROVED FASTENERS, AT 6
TIES OR HOG RINGS, THEN SANDWICH BETWEEN A 1" x 3" x 3' BATTEN
SECURELY FASTEN GEOTEXTILE TO WIRE FABRIC BY USE OF WIRE
1.
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-4.sht
11:02:13 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\06 Environ\EP-4.sht
11:02:13 AM
TIME:
0
30' 20' 10'
30'
60'
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
OW-A1
OW-A2
OW-A3
OW-A4
OW-A5
OW-A6
OW-A7
OW-A8
OW-A9
OW-A10
OW-A11
OW-A12
OW-A13
OW-A14
A15
A16
A17
OW-C7
OW-C6
OW-C5
OW-C4
OW-C3
SOUTH BRANCH RARITAN RIVER TRIBUTARY
M.B.
West Main Street
Hart Street
Union Ave.
Central Ave.
Hart Street
M.B.
M.B.
M.B.
M.B.
Valves
Oil Fill
M.B.
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
TR-100
TR-106
Bridge Street
Post
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
Bridge Street
LEGEND
HcuAt
SOIL TYPE AND BOUNDARY LINE
INLET FILTER TYPE 2
HEAVY DUTY SILT FENCE, ORANGE
LIMITS OF GRADING
300' RIPARIAN ZONE BOUNDARY LINE
50' WETLAND TRANSITION AREA
WETLAND FLAG AND ID
WETLAND DELINEATION LINE
D22
16
EP-4
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
STA 31+25.00
POE
ParEe
HcuAt
UdrB
UdrB
ParEe
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
10
1
2
3
4
5
6
7
PC 0+00.00
PT 0+35.67
PC 1+25.45
PT 1+96.26
PC 2+61.20
PT 2+72.89
PC 4+26.50
PT 4+30.97
POE 7+23.11
11
POB 10+00.00
PI 10+84.78
POE 11+51.14
21
22
23
24
PC 21+90.13
PT 22+38.25
PC 24+10.71
PT 24+47.18
R
=
3
5
'
R=
10
4'
=
2
9
'
R
R=
10
0'
R=
20
0'
R=
20
0'
31
POB 30+00.00
20
21
PI 20+00.00
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.W. Line
Existing R.O.W. Line
Existing R.O.
W. Line
HEAVY DUTY SILT FENCE, ORANGE (TYP.)
HEAVY DUTY SILT FENCE, ORANGE (TYP.)
INLET FILTER TYPE 2 (TYP.)
INLET FILTER TYPE 2 (TYP.)
ASPHALT DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
ASPHALT DRIVEWAY
ASPHALT DRIVEWAY
SEE THIS SHEET
MATCH LINE CENTRAL AVE \ STA. 20+97.55
MATCH LINE CENTRAL AVE \ STA. 20+97.55
SEE THIS SHEET
CONCRETE SIDEWALK (TYP.)
CONCRETE SIDEWALK (TYP.)
GRAVEL DRIVEWAY
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\07 Drainage\DG-1.sht
11:02:40 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\07 Drainage\DG-1.sht
11:02:40 AM
TIME:
0
30' 20' 10'
30'
60'
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
M.B.
M.B.
M.B.
M.B.
M.B.
Valves
Oil Fill
M.B.
Valve
Unknown
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
TR-100
TR-106
Grass
Gravel
Driveway
Asphalt
Brick Walk
Garage
245.23
247.41
249.83
252.26
265.36
278.47
303.42
254.68
261.22
267.73
269.24
269.39
268.78
270.63
264.92
264.13
264.95
317.41
271.94
275.42
280.65
287.48
294.06
300.98
269.39
265.16
271.94
275.27
280.53
286.73
293.28
300.33
302.59
299.41
292.69
295.26
289.99
284.70
282.36
279.16
275.18
275.67
272.91
273.00
271.16
260.70
262.21
302.99
316.26
316.50
316.39
316.09
316.39
257.11
259.53
261.30
269.52
271.31
273.10
283.70
287.20
290.70
293.80
296.80
299.94
306.90
280.81
276.70
274.88
263.10
314.09
311.45
309.93
317.52
317.94
317.38
317.66
318.11
317.14
317.08
316.97
318.58
318.39
318.08
318.06
317.14
316.07
315.57
315.87
W
W
W
W
W
W
W W
W
San. M.H.
San.
M.H.
San.
M.
H.
San. M.H.
San.
M.H.
W
Hyd.
Hyd.
#NJ23HBB
#NJ24HBB
#50S
#3
#2
No#
#NJ105HBB
#NJ105HB
#NJ105SHBB
#NJ105HBB
#NJ104HBB
#NJ103HBB
Guy
Guy
Guy
Guy
Guy
Guy
Guy
Guy
(Lid Welded Shut)
Rim=317.98'
(Lid Welded Shut)
Rim=310.69'
(Lid Welded Shut)
Rim=281.38'
(Lid Welded Shut)
Rim=245.83'
Rim=244.87'
Post
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
316.86
315.87
W
W
W
W
San. M.H.
W
#NJ103HBB
Guy
Hyd.
(Lid Welded Shut)
Rim=315.50'
16
DRAINAGE & GRADING
PLANS
DG-1
DG-1
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
STA 21+90.13
PT
STA 31+25.00
POE
11
1
2
3
4
5
6
7
11
21
22
23
24
R
=
3
5
'
R=
10
4'
=
2
9
'
R
R=
10
0'
R=
20
0'
R=
20
0'
31
20
21
POB 10+00.00
STA 0+00.00
POB
PT 0+35.67
PI 10+84.78
POE 11+51.14
PC 1+25.45
PT 1+96.26
PT 2+72.89
PC 2+61.20
PC 4+26.50
PT 4+30.97
PT 24+47.18
PC 24+10.71
POE 7+23.11
PT 22+38.25
POB 30+00.00
POB 19+00.00
PI 20+00.00
R=
10
0'
R=
20
0'
Existing R.O.W. Line
Existing R.
O.
W. Line
Existing R.O.W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
CENTRAL AVE
BRIDGE STREET
CONSTRUCT:
CONSTRUCT:
1 INLET, TYPE B
38 L.F. 15" REINFORCED CONCRETE PIPE
CONSTRUCT:
1 CURB PIECE
1 RESET EXISTING CASTING
CONSTRUCT:
1 INLET, TYPE B
SEE THIS SHEET
MATCH LINE CENTRAL AVE \ STA. 20+97.55
MATCH LINE CENTRAL AVE \ STA. 20+97.55
SEE THIS SHEET
UNION AVE
CENTRAL AVE
HART STREET
W MAIN STREET
Existing R.O.
W. Line
TC-1
TC-2
20.
2.
4.
5.
6.
9.
17.
18.
19.
22.
PLACEMENT OF THESE SIGNS TO BE AS DIRECTED BY THE RE.
(GROOVED PAVEMENT) TO BE USED WHEN SUCH PAVEMENT CONDITIONS EXIST. THE
CONSTRUCTION SIGNS W8-11a (SYMBOL FOR UNEVEN PAVEMENT) AND W8-15
MAIN ACCESS POINT WITHIN THE AREA OF A LANE OR SHOULDER CLOSURE.
ON THE CLOSED WIDTH TO BE LOCATED 100 FEET BEYOND EACH INTERSECTION OR
A W1-6 (ARROW) SIGN MOUNTED ON A BREAKAWAY BARRICADE AND CENTERED
BE COVERED, REMOVED OR RELOCATED AS DIRECTED BY THE RE.
REFLECTORS WHICH CONFLICT WITH THE PROPOSED TRAFFIC CONTROL PLAN ARE TO
ALL EXISTING ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT
BE IN PLACE.
PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES ARE TO
UNLESS NOTED OTHERWISE OR APPROVED BY THE RE.
SHALL COMPLY WITH CURRENT NJDOT STANDARD DETAILS AND SPECIFICATIONS,
TRAFFIC CONTROL DEVICES, CONSTRUCTION SIGNS AND OTHER MPT APPURTENANCES
ADVANCE OF PROJECT LIMITS.
CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) TO BE LOCATED 200 FEET IN
21.
SPECIFICATIONS.
OF LANE CLOSURES. THE PLAN TO BE SUBMITTED TO THE RE AS SPECIFIED IN THE
VEHICLES THROUGHOUT THE WORK SITE WHERE SPACE CONSTRAINTS PREVENT THE USE
THE CONTRACTOR TO SUBMIT A PLAN FOR THE SAFE ACCESS OF CONSTRUCTION
CONTROL" UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - SECTION 6 "TEMPORARY TRAFFIC
MAINTENANCE AND PROTECTION OF TRAFFIC TO BE IN ACCORDANCE WITH THE
THE UTILITY COMPANIES AS NOTED IN THE SPECIFICATIONS.
TO MEET THE NJDOT STANDARD DETAILS. NOTIFICATION SHALL BE PROVIDED TO
THEIR OWN SCHEDULE, IMPLEMENTING THEIR OWN MPT SCEHEMES. THESE ARE
IF UTILITY WORK IS REQUIRED. THE UTILITY COMPANIES MAY PERFORM WORK ON
ANY WORK ZONES/CLOSURES SHALL MAINTAIN ACCESS TO INTERSECTING STREETS.
3.
8.
OF THE ALTERNATIVE MPT SCHEME EXCEEDS THE CONTRACTOR'S MPT BID COSTS.
APPROVAL, HOWEVER NO ADDITIONAL PAYMENT SHALL BE MADE IF THE COST
THE CONTRACTOR MAY SUBMIT TO THE RE AN ALTERNATIVE MPT SCHEME FOR
MAINTAIN STORMWATER DRAINAGE DURING CONSTRUCTION.
7.
CURVATURE OF THE ROADWAY.
DEPARTMENT, TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL
WHICH IS SHOWN IN THE NJDOT TRAFFIC CONTROL DETAILS, AT DIRECTION OF THE
ADVANCE WARNING SIGNS, DISTANCES, AND LENGTHS MAY BE EXTENDED FROM THAT
MINIMUM.
ARE TO BE PROVIDED WITH AT LEAST ONE W20-IF SIGN (ROAD WORK AHEAD) AS A
SIDE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN
PEDESTRIAN ACCESS DURING ACTIVE WORK ZONES.
MAINTAINED 24/7. CONSTRUCT AND MAINTAIN TEMPORARY RAMPS THAT ACCOMODATE
PEDESTRIAN ACCESS TO RESIDENTIAL PROPERTIES WITHIN WORK AREA SHALL BE
13.
ACCOMPLISHED.
RESOLUTION, WHEN CONCURRENCE OF DRIVEWAY CONSTRUCTION CANNOT BE
CONSTRUCTION PRIOR TO INITIATING ITS CONSTRUCTION. NOTIFY RE FOR
DOCUMENTATION OF OWNER'S ACCEPTANCE OF TIME AND METHOD FOR DRIVEWAY
CONSTRUCTION WITH THE PROPERTY OWNER(S). PROVIDE THE RE WITH
SHIFT. COORDINATE THE TIME AND METHOD OF THE PROPOSED DRIVEWAY
DRIVEWAYS THAT ARE REMOVED MUST BE RE-CONSTRUCTED IN THE SAME WORK
14.
15.
1.
SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
ALL SOIL EROSION CONTROL DEVICES AS SHOWN ON THE ENVIRONMENTAL PLANS
DURING CONSTRUCTION.
PEDESTRIAN CROSSWALK ACROSS COUNTY ROUTE 646 (SHUNPIKE ROAD) AT LENAPE TRAIL
PEDESTRIAN CROSSING LOCATIONS AND TYPE AS DIRECTED BY THE RE. MAINTAIN
WHERE REQUIRED, THE CONTRACTOR IS TO MAKE PROVISIONS FOR MAINTAINING
10.
11.
12.
16.
WITHIN THE CLEAR ZONE ARE TO BE BACKFILLED.
GREATER THAN 2 INCHES EXISTS. BACKFILL MAY BE NECESSARY. OTHER EXCAVATED AREAS
NON-WORKING HOURS WHERE A VERTICAL DROP WITHIN OR ADJACENT TO THE ROADWAY
ESCAPE RAMPS (6H:1V OR FLATTER) MUST BE CONSTRUCTED AND MAINTAINED DURING
WITH STEEL PLATES AS NECESSARY TO ALLOW ACCESS.
VEHICULAR ACCESS WILL BE REQUIRED. IF ACCESS IS REQUIRED, COVER THE WORK AREA
HOMEOWNER'S VEHICLES CAN BE PARKED ON SIDE STREET DURING CURING OR IF
DRIVEWAY, COORDINATE WITH THE PROPERTY OWNER, IN ADVANCE, TO DETERMINE IF
WHERE SIDEWALK/PAVEMENT CURING IS REQUIRED WITHIN THE LIMITS OF A
TRAFFIC CONTROL NOTES:
24.
C.
B.
27.
FLOW" WHICH REMAINS IN PLACE CONTINUOUSLY FOR 24 HOURS OR MORE.
iii. PERMANENT LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC
FLOW" WHICH IS ROUTINELY SET UP AND REMOVED ON A DAILY BASIS.
ii. TEMPORARY LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC
SHIFTS, OR ALTERNATING TRAFFIC. THIS APPLIES EVEN WHEN DETOURS ARE PROVIDED.
SHOULDER CLOSURES, MOVING OPERATIONS SUCH AS TRAFFIC STRIPING OR SWEEPING, LANE
NOT LIMITED TO, FULL OR PARTIAL LANE CLOSURES, FULL OR PARTIAL RAMP CLOSURES,
ROADWAY BEING BLOCKED OR CLOSED WITH SAFETY DEVICES OR VEHICLES, INCLUDING, BUT
i. IMPACTS TO NORMAL TRAFFIC FLOW - WORK THAT REQUIRES A PORTION OF THE PAVED
CONSTRUCTION VEHICLE.
MOVING OPERATIONS IN WHICH CASE THE SIGN IS TO BE MOUNTED ON A SLOW MOVING
LOCATED WITHIN URBAN AREAS. THIS SIGN TO ALSO BE USED ON PROJECTS REQUIRING
500 FEET AFTER THE FIRST ADVANCE WARNING SIGN, (W20 SERIES) AT EACH WORK AREA
TRAFFIC FINES DOUBLED IN WORK AREA R(NJ)5-17(S), 4 FEET BY 2.5 FEET SIGN TO BE LOCATED
26.
23.
TRAFFIC IMPACT NOTICES AND CHANGES
FOLLOWS:
WHEN THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING SHALL BE AS
A. TERMS:
SURFACE COURSE.
PAVEMENT. THIS TEMPORARY MATERIAL WILL BE REMOVED IMMEDIATELY PRIOR TO PLACING THE
THEM WITH A MINIMUM 20H : 1V SLOPE IN ALL DIRECTIONS USING HOT MIX ASPHALT
AND INLETS TO FINISHED GRADE AND CONSTRUCT TEMPORARY PAVEMENT RAMPS AROUND
PROJECT UNLESS OTHERWISE DIRECTED BY THE RE OR INDICATED ON THE PLANS. SET MANHOLES
DO NOT CONSTRUCT THE FINAL HMA SURFACE PAVEMENT UNTIL THE FINAL STAGE OF THE
DEPARTMENT.
ON THE IMMEDIATELY PRECEDING FRIDAY ON THE DAILY FORM TO-101 PROVIDED BY THE
"TEMPORARY LANE CLOSURES" FOR WEEKENDS ARE TO BE SUBMITTED TO THE RE BY 9:00 AM
PROVIDED BY THE DEPARTMENT.
THE DAY IN ADVANCE OF THE START OF THOSE OPERATIONS ON DAILY FORM TO-101
EACH DAY OF "TEMPORARY LANE CLOSURES" ARE TO BE SUBMITTED TO THE RE BY 9:00 AM
FRIDAY ON WEEKLY FORM TO-100 PROVIDED BY THE DEPARTMENT.
ON THE FOLLOWING MONDAY ARE TO BE SUBMITTED TO THE RE BY 9:00 AM OF EACH
ALL "IMPACTS TO NORMAL TRAFFIC FLOW" SCHEDULED FOR THE SEVEN DAY PERIOD STARTING
PROGRESS NOTICES
TO THE CONTACT PERSON AS SPECIFIED IN SUBSECTION 100.04 OF THE SPECIAL PROVISIONS.
ADVANCE NOTICES SENT PRIOR TO THE PRE-CONSTRUCTION MEETING ARE TO BE ADDRESSED
SINGLE LANE CLOSURE HOURS.
THE HOURS FOR THE ESTABLISHMENT OF A NEW TRAFFIC PATTERN ARE THE SAME AS FOR
THE PROPOSED DATE.
IMMEDIATELY NOTIFY THE RE IF THE PROPOSED ESTABLISHMENT CANNOT BE COMPLETED ON
MEASURES FOR THE ESTABLISHMENT OF THE NEW PATTERN. THE CONTRACTOR IS TO
TRAFFIC PATTERN SEVEN (AND/OR FOURTEEN) DAYS BEFORE STARTING TRAFFIC CONTROL
THE CONTRACTOR IS TO CONFIRM, IN WRITING TO THE RE, THE PROPOSED DATE OF THE NEW
NEW TRAFFIC PATTERN WILL NOT BE PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE.
NOT MORE THAN SIXTY CALENDAR DAYS, IN ADVANCE OF THE PROPOSED DATE. START OF A
ESTABLISHED. THE NOTICE IS TO BE SUBMITTED AT LEAST TWENTY-EIGHT CALENDAR DAYS, BUT
ADVANCE FORM TO-103, OF THE PROPOSED DATE A NEW TRAFFIC PATTERN WILL BE
FOR A "PERMANENT LANE CLOSURE", THE CONTRACTOR IS TO NOTIFY THE RE IN WRITING, ON
NOT BE COMPLETED ON THE PROPOSED DATE.
THE CONTRACTOR IS TO IMMEDIATELY NOTIFY THE RE IF THE PROPOSED ESTABLISHMENT CAN
STARTING THE ESTABLISHMENT OF THE TRAFFIC CONTROL MEASURES FOR THE TRAFFIC IMPACT.
WRITING TO THE RE, THE PROPOSED DATE SEVEN (AND/OR FOURTEEN) CALENDAR DAYS BEFORE
PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE. THE CONTRACTOR IS TO CONFIRM, IN
PROPOSED DATE. START OF WORK THAT IMPACTS NORMAL TRAFFIC FLOW WILL NOT BE
TWENTY-EIGHT CALENDAR DAYS, BUT NOT MORE THAN SIXTY CALENDAR DAYS, BEFORE THE
BY THE DEPARTMENT, OF THE PROPOSED DATE. THE NOTICE IS TO BE SUBMITTED AT LEAST
CONTRACTOR SHALL NOTIFY THE RE IN WRITING, ON THE ADVANCE FORM TO-103 PROVIDED
FOR THE INITIAL START OF WORK THAT REQUIRES "IMPACTS TO NORMAL TRAFFIC FLOW", THE
ADVANCE NOTICES
25.
TERMINATION OF WORK IN THAT AREA.
ALL STRIPING THAT IS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE RE.
SUGGESTED CONSTRUCTION STAGING SEQUENCE:
3.
2.
1.
NOTES:
PROVISIONS.
SOME CONSTRUCTION ACTIVITIES MAY BE SUBJECT TO TIMING RESTRICTIONS, SEE SPECIAL
WORK AT INTERSECTIONS SHALL NOT OCCUR CONCURRENTLY.
4.
WORK AREAS LIMITED TO ONE BLOCK AT A TIME.
16
TRAFFIC CONTROL AND
STAGING NOTES
BOROUGH POLICE DEPARTMENT.
COORDINATE ALL CLOSURES, SHOULDER OR LANE CLOSURES, AND DETOURS WITH THE HIGH BRIDGE
3.
2.
1.
4.
SEND ADVANCE NOTIFICATION TO UTILITIES.
3.
2.
1.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
5.
8.
3.
2.
1.
4.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
5.
4.
2.
1.
5.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
7.
6.
12
5.
CENTRAL AVENUE WITH BRIDGE STREET).
WEST MAIN STREET) AND PROGRESS TOWARDS THE NORTH END OF THE PROJECT (INTERSECTION OF
WORK SHOULD START AT THE SOUTH END OF THE PROJECT (INTERSECTION OF HART STREET AND
6.
4.
7.
9.
10.
6.
3.
TO BE INSTALLED ADJACENT TO THE NEW PAVEMENT.
CONTRACT. GRADES ALONG EDGE OF PAVEMENT TO BE FIELD VERIFIED. CURB AND SIDEWALK ARE
HART STREET AND CENTRAL AVENUE WERE RECENTLY PAVED UNDER A MUNICIPAL AID PAVING
STAGE 1A: WESTERN SIDE OF HART STREET TO CENTRAL AVE (20 DAYS)
INSTALL REGULATORY AND WARNING SIGNS
PERFORM DRAINAGE WORK AT THE INTERSECTION OF WEST MAIN STREET AND HART STREET.
STREET AND HART STREET; AND THE INTERSECTION OF HART STREET AND CENTRAL AVE.
DETECTABLE WARNING SURFACE AND NECESSARY GRADING) AT THE INTERSECTION OF WEST MAIN
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, PAVEMENT REPAIR STRIP,
STREET.
CONSTRUCT RETAINING WALL ALONG PROPERTY AT THE CORNER OF WEST MAIN STREET AND HART
REMOVE TREE.
INSTALL CONCRETE DRIVEWAY APRONS AND DRIVEWAY REGRADING.
UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING. RESET/ RELOCATE ANY EXISTING
STRIPE PROPOSED CROSSWALK AT THE INTERSECTION OF HART STREET AND CENTRAL AVENUE.
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
SURFACE, AND NECESSARY GRADING) AT THE INTERSECTION OF CENTRAL AVE AND BRIDGE STREET.
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, DETECTABLE WARNING
STRIPE THE RELOCATED STOP BAR AND PROPOSED CROSSWALK.
REPLACE CAST IRON RAILING WHERE NECESSARY.
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
INSTALL CONCRETE DRIVEWAY APRONS AND DRIVEWAY REGRADING.
INSTALL ADVANCE WARNING SIGNS.
PRE-STAGE 1 (20 DAYS)
INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES.
CLEAR VEGETATION AND TREES AS NEEDED WITHIN GRADING LIMITS.
STAGE 1B: EASTERN SIDE OF CENTRAL AVE TO BRIDGE STREET (15 DAYS)
UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING. RESET/RELOCATE ANY EXISTING
STAGE 1C: INTERSECTION OF CENTRAL AVE AND BRIDGE STREET (25 DAYS)
INTERSECTION OF CENTRAL AVE AND BRIDGE STREET ONE AT A TIME.
SURFACE, PAVEMENT REPAIR STRIP, AND NECESSARY GRADING) AT EACH CORNER OF THE
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, DETECTABLE WARNING
OF CENTRAL AVENUE AND BRIDGE STREET.
PLACE SOLAR PEDESTRIAN WARNING SIGNS WITH FLASHING BEACONS AT THE INTERSECTION
RE-ESTABLISH CROSSWALKS.
ANY EXISTING UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING (IF NECESSARY).RESET/REPLACE
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
PERMITTED.
CLOSURES, IN COMPLIANCE WITH NJDOT TCD-4. NO FULL CLOSURE/DETOURS WILL BE
CONSTRUCTION USING FLAGGING OPERATIONS DURING ACTIVE WORK ZONES/LANE
CONSTRUCT PROPOSED ROADSIDE IMPROVEMENTS AND FULL DEPTH PAVEMENT
MAINTAIN TWO-LANES TRAFFIC ALONG COUNTY ROUTE 513 (W. MAIN ST.) TO
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\12 TCP\TC-1.sht
11:02:51 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\12 TCP\TC-1.sht
11:02:51 AM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
7/22/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\12 TCP\TC-2.sht
11:53:57 AM
TIME:
7/22/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\12 TCP\TC-2.sht
11:53:57 AM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
TMA TRUCK
(SEE NOTE 1)
50'*
50'* TAPER
50' TAPER
WORK ZONE
36" X 36"
W20-4
36" X 36"
W20-1
36" X 36"
W20-4
36" X 36"
W20-1
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
S
S
S
FM
S
S
S
FM
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
ONE LANE
ROAD
AHEAD
TC-2
TC-2
13
16
TRAFFIC CONTROL AND
STAGING NOTES
N.T.S.
100'*
100'*
100'*
100'*
100'*
100'*
36" X 36"
W20-7b
* SEE NOTE 3
TYPICAL FLAGGER OPERATION
50'* BUFFER
36" X 36"
W20-7b
LIMITED LENGTH OF THE ROAD AND PROJECT LIMITS.
ADVANCED WARNING SIGN SPACING AND SIGN SIZES HAVE BEEN REDUCED DUE TO
3.
WORK TO BE PERFORMED FROM SOUTH TO NORTH ONE BLOCK SECTION AT A TIME.
2.
BUT NOT LIMITED TO DRAINAGE WORK AND PAVEMENT REPAIR STRIPS.
TMA TRUCK TO BE USED FOR ANY WORK PERFORMED IN THE ROADWAY INCLUDING
1.
NOTES:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\16 TSS\TSS-1.sht
11:10:08 AM
TIME:
7/3/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\16 TSS\TSS-1.sht
11:10:08 AM
TIME:
0
30' 20' 10'
30'
60'
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
M.B.
M.B.
M.B.
M.B.
M.B.
Valves
Oil Fill
M.B.
Valve
Unknown
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
TR-100
TR-106
Post
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
Hyd.
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
16
TSS-1
TSS-1
STRIPING PLANS
14
TRAFFIC SIGNING AND
WEST MAIN STREET
HART STREET
UNION AVE
BRIDGE STREET
CENTRAL AVE
CENTRAL AVE
1
2
3
4
5
6
7
11
21
22
23
24
R
=
3
5
'
R=
10
4'
=
2
9
'
R
R=
10
0'
R=
20
0'
R=
20
0'
31
20
21
POE 11+51.14
POB 10+00.00
PI 10+84.78
PC 0+00.00
POE 11+51.14
PT 0+35.67
PC 1+25.45
PT 1+96.26
PC 2+61.20
PT 2+72.89
PC 4+26.50
PT 4+30.97
PC 24+10.71
PT 24+47.18
POE 7+23.11
PT 22+38.25
PC 21+90.13
POB 19+00.00
PI 20+00.00
PI 20+82.06
POE 31+25.00
POB 30+00.00
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.W. Line
Existing R.O.W. Line
Existing R.O.
W. Line
8" WHITE (TYP.)
24" WHITE (TYP.)
8" WHITE (TYP.)
24" WHITE (TYP.)
(TO BE REMOVED)
Existing Crosswalk Stripes
(TO BE REMOVED)
Existing Crosswalk Stripes
(TO BE REMOVED)
Existing Crosswalk Stripes
24" WHITE (TYP.)
24" WHITE (TYP.)
SEE THIS SHEET
MATCH LINE CENTRAL AVE \ STA. 20+97.55
MATCH LINE CENTRAL AVE \ STA. 20+97.55
SEE THIS SHEET
PROJECT TO BE MAINTAINED
MUNICIPAL AID RESURFACING
SIGN PLACED UNDER
PROJECT TO BE MAINTAINED
MUNICIPAL AID RESURFACING
SIGN PLACED UNDER
MAINTAINED OR RESET
PROJECT TO BE
RESURFACING
MUNICIPAL AID
SIGN PLACED UNDER
(TO BE RESET)
Existing Sign
R1-1
PROJECT TO BE MAINTAINED
MUNICIPAL AID RESURFACING
SIGN PLACED UNDER
Existing Street Sign
Existing Sign
(TO BE RESET, SEE NOTE 1)
(TO BE RESET, SEE NOTE 1)
Existing Sign
NOTE 2)
(RESET, SEE
2.
BE IN POOR CONDITION, REPLACE IN KIND.
1. CONTRACTOR TO VERIFY FIELD CONDITION OF EXISTING SIGNS. IF FOUND TO
NOTES:
SIGN DETAIL FOR APPROVAL BEFORE REPLACING.
FOUND TO BE IN POOR CONDITION, PROVIDE BOROUGH OF HIGH BRIDGE WITH
CONTRACTOR TO VERIFY FIELD CONDITION OF EXISTING STREET SIGNS. IF
5' MIN. (TYP.)
(SEE CD-1 FOR DETAIL)
BI-DIRECTIONAL, WARNING BEACON
PEDESTRIAN CROSSING SIGN,
(SEE CD-1 FOR DETAIL)
BI-DIRECTIONAL, WARNING BEACON
PEDESTRIAN CROSSING SIGN,
5' MIN. (TYP.)
16
ADA CURB RAMP DETAILS
15
ADA-1
ADA-1
7/22/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\19 Details\ADA-1.sht
12:02:54 PM
TIME:
7/22/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\19 Details\ADA-1.sht
12:02:54 PM
TIME:
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
0
10'
5'
5'
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
BOROUGH OF HIGH BRIDGE
TR-100
W
W
Hyd.
TR-107
W
W
TOPSOILING
Hart Street
Hart Street
Central Avenue
Central Avenue
Central Avenue
Bridge Street
Bridge Street
TOPSOILING
LEGEND
5.25'
8.3'
2%
MAX.
12:1
PROPOSED "B" INLET
Existing "B" Inlet
0%
2%
4'
5.25'
MAX.
12:1
6'
West Main Street
4'
15'
MAX.
12:1
THAN
GREATER
0%
2%
10'
6.6'
MAX.
12:1
THAN
GREATER
15'
4.1'
4
MAX.
12:1
MAX.
12:1
MEET EXISTING SIDEWALK
MEET EXISTING SIDEWALK
Existing "B" Inlet
TC/BC 313.90
STA. 20+23.79, 17.57' RT
CENTRAL AVE \
TC/BC 314.89
STA. 20+31.16, 12.49' RT
CENTRAL AVE \
TC/BC 314.96
STA. 20+32.93, 9.15' LT
CENTRAL AVE \
TC/BC 314.72
STA. 20+28.93, 9.02' LT
CENTRAL AVE \
TC/BC 314.21
STA. 19+78.87, 17.41' RT
CENTRAL AVE \
TC/BC 313.78
STA. 19+87.92, 23.93' RT
CENTRAL AVE \
TC/BC 314.01
STA. 20+19.84, 10.05' RT
CENTRAL AVE \
1.5'
1.5'
5'
MAX.
12:1
11.9'
5.7'
MAX.
12:1
2%
2%
MEET EXISTING HEADER
2%
2%
1.5'
7.4'
8.4'
MAX.
12:1
MEET EXISTING WALL
MEET EXISTING SIDEWALK
END CURB
REVEAL
MEET EXISTING CURB
TR-107
W
Hyd.
END CURB
END CURB
5'
3.25'
TOPSOILING
CONCRETE CURB HEADER
4.25'
TOPSOILING
TOPSOILING
(SEE C-2)
TYPE 5 MOD & 7
CURB RAMP NO. 4 & 5
(SEE C-1)
TYPE 5 MOD
CURB RAMP NO. 1
(SEE C-2)
TYPE 7 MOD
CURB RAMP NO. 7
(SEE C-2)
TYPE 2 MOD
CURB RAMP NO. 6
(SEE C-2)
TYPE 5 MODS
CURB RAMP NO. 2 & 3
APPROXIMATE LIMIT OF TOPSOIL, SEEDING & STRAW MULCHING
PROPOSED CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
PROPOSED DEPRESSED CURB
EXISTING DEPRESSED CURB
REMOVE EXISTING SIDEWALK
TO BE RESET
Existing Sign
(TO BE RELOCATED)
0.7%
2% MAX.
THAN
GREATER
2%
2%
1.2%
0.5%
2%
MAX.
2%
THAN
GREATER
2%
2%
2%
MEET EXISTING CURB
REVEAL
MEET EXISTING CURB
REVEAL
MEET EXISTING CURB
REVEAL
MEET EXISTING CURB
REVEAL
MEET EXISTING CURB
Union Ave
Bridge Street
TC/BC 308.77
STA. 6+88.29, 8.00' LT
HART STREET \
TC/BC 309.57
STA. 6+93.29, 8.25' LT
HART STREET \
TC/BC 308.73
STA. 6+88.29, 8.00' RT
HART STREET \
TC/BC 309.31
STA. 6+93.29, 8.00' RT
HART STREET \
TC/BC 244.09
STA. 0+35.67, 8.00' LT
HART STREET \
TC/BC 243.91
STA. 0+24.93, 13.41' LT
HART STREET \
TC/BC 314.05
STA. 20+26.68, 7.82 RT
CENTRAL AVE \
2%
THAN
GREATER
2%
THAN
GREATER
2%
THAN
GREATER
PROPERLY CONSTRUCTED.
ENGINEERS RESPONSIBILITY TO ENSURE THAT THEY ARE
PROVIDED AND IT IS THE CONTRACTORS/ RESIDENT
AT THE TIME OF CONSTRUCTION. THE SLOPES HAVE BEEN
AS THEY CAN DIFFER FROM THE ACTUAL FIELD SURVEY
SPOT SHOTS AND ELEVATIONS HAVE NOT BEEN PROVIDED
5.
DWS' OR MORE MAY BE REQUIRED.
WIDTH IS GREATER THAN THE MINIMUM 4 FEET, TWO
HAVE 4 FEET WIDTH. IN CASES WHERE THE RAMP
4'x2' WHICH FITS EXACTLY FOR CURB RAMPS THAT
ENTIRE CURB RAMP WIDTH. THE STANDARD DWS IS
DETECTABLE WARNING SURFACE (DWS) SHOULD COVER
4.
REQUIRED TO SPAN ENTIRE RAMP WIDTH.
NON-STANDARD DETECTABLE WARNING SURFACE (DWS)
3.
GUTTER LINE.
PROPOSED CURB LOCATION TO MAINTAIN EXISTING
2.
CONSTRUCTION.
BE DETERMINED BY FIELD MEASUREMENTS DURING
SLOPE (I.E. 12:1) AND TRANSITIONS (I.E. 10:1) WILL
DIMENSIONS OF CURB RAMP LENGTH FOR RUNNING
CURB RAMPS ARE DRAWN TO SCALE, BUT FINAL
1.
NOTES:
7/24/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\19 Details\CD-1.sht
11:50:04 PM
TIME:
7/24/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\19 Details\CD-1.sht
11:50:04 PM
TIME:
N.T.S.
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION PHASE I
2018 SAFE ROUTES TO SCHOOL
STATE
FEDERAL PROJECT NO.
N.J.
D00S650
16
CD-1
CD-1
CONSTRUCTION DETAILS
16
N.T.S.
LOCATION
DURATION
MINIMUM FLASHING
28 SECONDS
CENTRAL AVENUE
BRIDGE STREET AT
6' (TYP.)
2' (TYP.)
2' (TYP.)
8" WHITE
TYPICAL CROSSWALK DETAIL
N.T.S.
N.T.S.
N.T.S.
DRIVEWAY APRON DETAIL
RETAINING WALL GENERAL NOTES:
RETAINING WALL DETAIL
VARIABLE
D
C
A
B
A
C
B
B
2"
12"
9"
16"
18"
4"
6"
14"
16"
2"
4"
1•"
1•"
SECTION B-B
18" MAX.
18" MAX.
TOP OF CURB
9" x 16"
9" x 18"
CD-607-2.4
SURFACE
PAVEMENT
SIZE
CURB
A
DIM.
B
DIM.
C
DIM.
D
DIM.
SURFACE
PAVEMENT
METHOD OF DEPRESSING CURB AT DRIVEWAYS
PEDESTRIAN CROSSING SIGN, BI-DIRECTIONAL, WARNING BEACON
EXPOSED HEIGHT
STATION
OFFSET
(START)
00+75
14' LT.
1.5'
2.0'
14' LT.
2.5'
14' LT.
2.5'
14' LT.
1+00
1+25
(END)
1+48.89
PEDESTRIAN CROSSING SIGN, BI-DIRECTIONAL, WARNING BEACON GENERAL NOTES:
STANDARD PROCTOR DENSITY
COMPACTED 95% OF MAXIMUM
REINFORCED BACKFILL
12" THICK MIN.
DRAINAGE AGGREGATE
SLOPE TO DRAIN (1/8"/FT.)
OR @ 40' CENTERS MAX.
OUTLET @ END OF WALL
4" DIA. (MIN.) DRAIN PIPE
IMPERVIOUS FILL
(6" THICK MIN.)
CONCRETE OR GRANULAR LEVELING PAD
12" DEEP
IMPERVIOUS FILL
RECOMMENDATION
PER MANUFACTURER'S
ADHERE TO TOP UNIT
CAP UNIT
EMBEDMENT
3'-0" MIN.
1
1.5 (MAX.)
(VERTICAL PAY LIMIT)
EXPOSED HEIGHT
TILT BRACKET
OF ROADWAY
FINISHED GRADE
3'-6" TO 4'-0"
8' MIN.
1' MIN.
SOLAR ENGINE MODULE
3'
18"
CONCRETE LINE
GROUND OR
(SEE NOTE 7)
9" X 12"
R10-25
(SEE NOTE 6)
RAPID FLASHING BEACON BAR
(SEE NOTE 7)
RESISTANT HARDWARE
BUTTON WITH VANDAL
PEDESTRIAN PUSH
OPERATION SHALL BE AS FOLLOWS:
THE MINIMUM DURATION OF THE FLASHING
TO THE DIRECTION OF VEHICULAR TRAFFIC.
CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL
NOTE:
MAX
8.3%
MAX
8.3%
MAX
VAR
VAR
2%
2%
VAR.
MIN.
4'
VARIES
6'
1%
2" REVEAL
REVEAL
4"
REVEAL
4"
2' TRANSITION
2' TRANSITION
(SEE NOTE 6)
21" X 15"
W16-7P
(SEE NOTE 6)
30" X 30"
S1-1
BREAKAWAY SIGN POST
2.25" STEEL SQUARE
ANCHOR POST
2.50" STEEL SQUARE
(WHERE REQUIRED)
ANCHOR SLEEVE
3" STEEL SQUARE
POST.
BI-DIRECTIONAL INSTALLATIONS HAVE SIGNS MOUNTED ON OPPOSITE SIDES OF THE SIGN
AT MINIMUM OF TWO POINTS.
REGULATORY SIGN R10-25 TO BE RIGIDLY FIXED TO METAL PLATE FASTENED TO POST
AREA OR A FLAT SIDEWALK WITH 2% SLOPE OR LESS.
SERVES AND WITHIN 10" MAXIMUM REACHING DISTANCE FROM ADA ACCESSIBLE LANDING
PEDESTRIAN PUSH BUTTON TO BE MOUNTED PERPENDICULAR TO THE CROSSWALK IT
FLASHING BEACON AT THE INTERSECTION.
ANY PUSH BUTTON SHALL WIRELESSLY ACTIVATE EACH SOLAR POWERED RAPID
DURATION OF FLASHING OPERATION SHALL BE AS NOTED IN THE TABLE BELOW.
FLASHING OPERATION TO BEGIN UPON PUSH BUTTON ACTUATION ONLY. THE MINIMUM
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE CURRENT
6.
5.
4.
3.
2.
1.
5.
4.
3.
2.
1.
SEE NOTE 5
(IF REQUIRED BY DESIGN)
GEOSYNTHETIC REINFORCEMENT
CONTRACTOR'S DESIGN.
SPACING OF GEOSYNTHETIC REINFORCEMENT, IF REQUIRED, IS TO BE DETERMINED BY THE
MATERIALS AS SHOWN ARE INCIDENTAL TO THE PAY ITEM "RETAINING WALL NO. 1".
REQUIREMENTS.
REFER TO SUBSECTION 513.03.01 IN THE SPECIAL PROVISIONS FOR ADDITIONAL
TO INSTALLATION.
WILL MEET THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION PRIOR
ENVIRONMENTAL PROGRAM RESOURCE (BEPR) FOR APPROVAL THAT THE RETAINING WALL
PROVIDE DETAIL TO THE MUNICIPALITY AND TO THE NJDOT - BUREAU OF
LANDSCAPE WALL COLOR AND FINISH IS TO MATCH OTHER WALL(S) ON THE PROPERTY.
EXTEND WALL INTO THE GROUND SO THE TOP OF LEVELING PAD IS 3' BELOW GRADE.
Protected Document Content
Start your free trial to view the raw municipal bid documents and web text.
Unlock Full AccessDetailed Risk Breakdown
local preference
No Flags Found
performance bond
Evidence Detected
"...PERFORMANCE BOND AND PAYMENT BOND..."
liquidated damages
No Flags Found
Quick Actions
Explore More
Timeline
First Discovered
Apr 1, 2026
Last Info Update
Apr 1, 2026
Start your 7-day free trial
Get instant notifications and full bid analysis. Existing users will be logged in automatically.
Start Free Trial