Green Brook Segments C2 H Contract 2 - Amendment 4 - Drawings.pdf
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- Solicitation number
- W912DS22B0022
About this file
This federal contract opportunity announcement seeks bids for the Green Brook Flood Risk Management Project in Middlesex, New Jersey. The U.S. Army Corps of Engineers, New York District is soliciting bids for Segment C2 and H Contract 2, with a project magnitude between $25-100 million. The scope of work involves constructing earthen levees, floodwalls, pump stations, and road closure gates along Bound Brook and Segment C2. The period of performance is 730 calendar days from notice to proceed. Interested parties can download the solicitation at https://sam.gov/ using solicitation number W912DS22B0022. Questions must be submitted in writing to the Contract Specialist by the specified due date.
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US Army Corps
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C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
-N
O V -2
X X
X
G B S
E G C
-H
G
X X
X .d g n
G-104
IN
D
E X O
F D
R A
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IN
G S
S H
E E
T
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
NO.
REFERENCE
SHEET
TITLE
NO.
SHEET
EC-501
EC-502
EC-503
EC-504
EC-505
EC-506
EC-507
EC-508
EC-509
EC-510
EC-511
EC-512
EC-513
EC-514
EC-515
EC-516
EC-517
EC-518
EC-519
MAINTENANCE OF TRAFFIC
CT-101
CT-102
CT-103
CT-104
SURVEY
V-101
V-102
V-103
V-104
V-105
V-106
V-107
V-108
V-151
V-152
V-153
V-154
V-155
V-156
V-157
V-158
V-159
INDEX OF DRAWINGS - SEGMENTS C2 AND H
LANDSCAPE
SEGMENT C2 LANDSCAPE PLAN SHEET 2 - STA. 17+00 TO STA. 22+00
SEGMENT C2 LANDSCAPE PLAN SHEET 4 - STA. 22+00 TO STA. 26+50
SEGMENT C2 LANDSCAPE PLAN SHEET 5 - STA. 26+50 TO STA. 31+00
SEGMENT C2 LANDSCAPE PLAN SHEET 6 - STA. 31+00 TO STA. 33+50
SEGMENT C2 LANDSCAPE PLAN SHEET 7 - STA. 33+50 TO STA. 38+00
SEGMENT C2 LANDSCAPE PLAN SHEET 8 - STA. 38+00 TO STA. 42+75
SEGMENT C2 LANDSCAPE PLAN SHEET 9 - STA. 42+75 TO STA. 47+00
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-151
L-152
L-153
L-154
L-155
L-156
L-157
L-158
L-159
L-501
RIGHT OF WAY
X-101
X-102
X-103
X-104
X-105
X-106
X-107
X-108
X-151
X-152
X-153
X-154
X-155
X-156
X-157
X-158
X-159
SEGMENT H PROPOSED ROW PLAN SHEET 1 - STA. 50+00 TO STA. 53+75
SEGMENT H PROPOSED ROW PLAN SHEET 2 - STA. 53+75 TO STA. 59+25
SEGMENT H PROPOSED ROW PLAN SHEET 4 - STA. 64+50 TO STA. 69+00
SEGMENT H PROPOSED ROW PLAN SHEET 5 - STA. 69+00 TO STA. 73+25
SEGMENT H PROPOSED ROW PLAN SHEET 6 - STA. 73+25 TO STA. 78+00
SEGMENT H PROPOSED ROW PLAN SHEET 7 - STA. 78+00 TO STA. 82+75
SEGMENT H PROPOSED ROW PLAN SHEET 8 - STA. 82+75 TO STA. 86+75
EROSION CONTROL (CONT'D)
S .G .K
X-109
V-109
L-502
SEGMENT H LANDSCAPE PLAN SHEET 1 - STA. 50+00 TO STA. 53+75
SEGMENT H LANDSCAPE PLAN SHEET 2 - STA. 53+75 TO STA. 59+25
SEGMENT H LANDSCAPE PLAN SHEET 3 - STA. 59+25 TO STA. 64+50
SEGMENT H LANDSCAPE PLAN SHEET 4 - STA. 64+50 TO STA. 69+00
SEGMENT H LANDSCAPE PLAN SHEET 5 - STA. 69+00 TO STA. 73+25
SEGMENT H LANDSCAPE PLAN SHEET 6 - STA. 73+25 TO STA. 78+00
SEGMENT H LANDSCAPE PLAN SHEET 7 - STA. 78+00 TO STA. 82+75
SEGMENT H LANDSCAPE PLAN SHEET 8 - STA. 82+75 TO STA. 86+75
SEGMENT H LANDSCAPE PLAN SHEET 9 - STA. 86+75 TO STA. 90+23.85
SEGMENT H EXISTING SURVEY PLAN SHEET 1
SEGMENT H EXISTING SURVEY PLAN SHEET 2
SEGMENT H EXISTING SURVEY PLAN SHEET 3
SEGMENT H EXISTING SURVEY PLAN SHEET 4
SEGMENT H EXISTING SURVEY PLAN SHEET 5
SEGMENT H EXISTING SURVEY PLAN SHEET 6
SEGMENT H EXISTING SURVEY PLAN SHEET 7
SEGMENT H EXISTING SURVEY PLAN SHEET 8
SEGMENT H EXISTING SURVEY PLAN SHEET 9
SEGMENT H PROPOSED ROW PLAN SHEET 3 - STA. 59+25 TO STA. 64+50
SEGMENT H PROPOSED ROW PLAN SHEET 9 - STA. 86+75 TO STA. 90+23.85
SEGMENT C2 LANDSCAPE PLAN SHEET 1 - STA. 12+22 TO STA. 17+00
SEGMENT C2 PROPOSED ROW PLAN SHEET 1 - STA. 12+20 TO STA. 17+00
SEGMENT C2 PROPOSED ROW PLAN SHEET 2 - STA. 17+00 TO STA. 22+00
SEGMENT C2 PROPOSED ROW PLAN SHEET 4 - STA. 22+00 TO STA. 26+50
SEGMENT C2 PROPOSED ROW PLAN SHEET 5 - STA. 26+50 TO STA. 31+00
SEGMENT C2 PROPOSED ROW PLAN SHEET 6 - STA. 31+00 TO STA. 33+50
SEGMENT C2 PROPOSED ROW PLAN SHEET 7 - STA. 33+50 TO STA. 38+00
SEGMENT C2 PROPOSED ROW PLAN SHEET 8 - STA. 38+00 TO STA. 42+75
SEGMENT C2 PROPOSED ROW PLAN SHEET 9 - STA. 42+75 TO STA. 47+00
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL NOTES - SHEET 1
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL NOTES - SHEET 2 EC-522
EC-521
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 20 EC-520
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 1
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 2
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 3
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 4
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 5
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 6
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 7
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 8
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 9
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 10
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 11
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 12
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 13
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 14
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 15
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 16
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 17
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 18
SEGMENT C2 & H EROSION AND SEDIMENT CONTROL DETAIL - SHEET 19
SOUTH LINCOLN AVE DETOUR PLAN - 1
SOUTH LINCOLN AVE DETOUR PLAN - 2
SOUTH LINCOLN AVE DETOUR PLAN - 3
SOUTH LINCOLN AVE DETOUR PLAN - 4
FLOODWALL SEGMENTS C2 AND H PEDESTRIAN DETOUR CT-105
SOUTH LINCOLN AVE DETOUR PLAN - 6 SIGN TABLE CT-106
SEGMENT C2 LANDSCAPE PLAN SHEET 3 -
SEGMENT C2 EXISTING SURVEY PLAN SHEET 1 - STA. 12+22 TO STA. 17+00
SEGMENT C2 EXISTING SURVEY PLAN SHEET 2 - STA. 17+00 TO STA. 22+00
SEGMENT C2 EXISTING SURVEY PLAN SHEET 4 - STA. 22+00 TO STA. 26+50
SEGMENT C2 EXISTING SURVEY PLAN SHEET 5 - STA. 26+50 TO STA. 31+00
SEGMENT C2 EXISTING SURVEY PLAN SHEET 6 - STA. 31+00 TO STA. 33+50
SEGMENT C2 EXISTING SURVEY PLAN SHEET 7 - STA. 33+50 TO STA. 38+00
SEGMENT C2 EXISTING SURVEY PLAN SHEET 8 - STA. 38+00 TO STA. 42+75
SEGMENT C2 EXISTING SURVEY PLAN SHEET 9 - STA. 42+75 TO STA. 47+00
SEGMENT C2 EXISTING SURVEY PLAN SHEET 3 -
SEGMENT C2 PROPOSED ROW PLAN SHEET 3 -
LANDSCAPING NOTES AND SEED MIX TABLES
/3
/2
G
M S
NOT USED
A M
E N
D M
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T N
O
N
T
H S
T R
E E
T
T
H S
T R
E E
T
T
H S
T R
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T
B O
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D B
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S O
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H L
IN
C O
L N A
V E
N U
E
N
D S
T R
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T
R
D S
T R
E E
T
D E N
TO
N P
LA
C E
P A
R K E
R S
T R
E E T
FO
O T
P A T
H
ROCK
LANE
CAP L
ANE
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
CIVIL ABBREVIATIONS
CIVIL LEGEND
SILT FENCE
FLOATING TURBIDITY BARRIER
CONTRACTOR WORKING LIMITS
PROPOSED RIGHT-OF-WAY LINE
E
,2
E
,3
E
,5
E
,6
E
,8
E
,9
E
,1
E
,2
E
,4
E
,5
E
,7
E
,8
E
,0
E
,1
E
,3
E
,4
E
,6
N 6 35, E
,7
N 6 35, N 6 35, E
,9
N 6 35, N 6 36, N 6 36, N 6 36, N 6 36, N 6 36, SEGMENT C2 ALIGNMENT DATA
POINT TYPE STATION NORTHING EASTING DIRECTION DISTANCE (FT)
1 POB 10+00.00 635931.8792 492983.1175
2 PC 14+91.04 635681.6297 493405.6099 S 59°21'39.61" E 491.04
3 PI 15+02.03 635676.0289 493415.0655 S 59°21'39.61" E 10.99
4 PT 15+12.94 635672.6154 493425.5118 S 71°54'14.92" E 10.99
5 PC 22+26.57 635450.9555 494103.8473 S 71°54'14.92" E 713.63
6 PI 22+44.16 635445.4917 494120.5679 S 71°54'14.92" E 17.59
7 PT 22+61.39 635446.0619 494138.1493 N 88°08'33.24" E 17.59
8 PC 28+17.63 635464.0908 494694.0884 N 88°08'33.24" E 556.23
9 PI 28+28.04 635464.4282 494704.4931 N 88°08'33.24" E 10.41
10 PT 28+38.37 635466.9015 494714.6052 N 76°15'22.46" E 10.41
11 PI 29+96.25 635504.4103 494867.9636 N 76°15'22.46" E 157.88
12 PI 32+55.14 635522.9893 495126.1812 N 85°53'04.63" E 258.89
13 PI 33+92.81 635522.0816 495263.8505 S 89°37'20.11" E 137.67
14 PI 36+17.32 635548.4145 495486.8132 N 83°15'51.56" E 224.51
15 PI 39+49.50 635877.5118 495441.6903 N 7°48'25.98" W 332.18
16 PI 40+20.81 635948.2150 495450.9900 N 7°29'35.62" E 71.31
17 PI 40+82.46 636003.5765 495478.1235 N 26°06'36.51" E 61.65
18 PI 45+19.49 636320.6776 495778.8624 N 43°28'58.80" E 437.03
ACCESS ROAD 2 ALIGNMENT DATA
POINT TYPE STATION NORTHING EASTING DIRECTION DISTANCE (FT) RADIUS (FT)
I POB 0+00.00 635748.8140 495373.2408 -
J PC 0+40.80 635754.3559 495413.6600 N 82°11'34.02" E 40.80 -
K PI 0+75.80 635759.1103 495448.3356 N 82°11'34.02" E 35.00 35.00
L PT 0+95.78 635793.7859 495443.5811 N 7°48'25.98" W 35.00 -
M PC 1+74.43 635871.7142 495432.8963 N 7°48'25.98" W 78.66 -
N PI 1+80.05 635877.2818 495432.1329 N 7°48'25.98" W 5.62 42.00
O PT 1+85.61 635882.8542 495432.8601 N 7°26'05.14" E 5.62 -
P PC 2+47.36 635944.0890 495440.8509 N 7°26'05.14" E 61.75 -
Q PI 2+54.27 635950.9371 495441.7445 N 7°26'05.14" E 6.91 42.00
R PT 2+61.05 635957.1385 495444.7839 N 26°06'36.51" E 6.91 -
S POE 3+17.42 636007.7575 495469.5930 N 26°06'36.51" E 56.37 -
S
T R
E E
T S
T
ACCESS ROAD 1 ALIGNMENT DATA
POINT TYPE STATION NORTHING EASTING DIRECTION DISTANCE (FT) RADIUS (FT)
A POB 10+00.00 635825.3938 493373.2761 -
B PC 10+32.32 635793.2960 493377.0879 S 6°46'20.65" E 32.32 -
C PI 10+62.64 635763.1945 493380.6626 S 6°46'20.65" E 30.31 100.00
D PT 10+91.19 635740.1443 493400.3491 S 40°29'58.41" E 30.31 -
E PC 11+58.39 635689.0452 493443.9911 S 40°29'58.41" E 67.20 -
F PI 11+72.52 635678.2957 493453.1719 S 40°29'58.41" E 14.14 50.00
G PT 11+85.94 635673.9446 493466.6220 S 72°04'25.10" E 14.14 -
H POE 11+92.24 635672.0061 493472.6143 S 72°04'25.10" E 6.30 -
OUTSIDE DIMENSIONO.D.
ON CENTERO.C.
NOT TO SCALEN.T.S.
NEW JERSEY DEPARTMENT OF TRANSPORTATIONNJDOT
NOT IN CONTRACTNIC
MINIMUMMIN.
MAXIMUMMAX.
MANUFACTURERMFR
LOW POINTLP
LINEAL FEETLF
POUNDSLBS
LENGTHL
INVERTINV.
INSIDE DIMENSIONI.D.
HIGH POINTHP
HORIZONTALHORIZ.
HOT MIX ASPHALTHMA
GRATEGR
FEETFT
FIBER OPTIC CABLEFOC
FLOW LINEF.L.
FINISHED FLOOR ELEVATIONFF
EXTERIOREXT.
EXISTINGEX.
ELEVATIONELEV.
ELEVATIONEL.
DO NOT DISTURBDND
DIAMETERDIA.
CULVERTCULV.
CORRUGATED PLASTIC PIPECPP
CONCRETECONC.
COMPANYCO
CENTERLINEC.L.
CATCH BASINCATBSN
CAST IRON PIPECIP
BUILDINGBLDG.
BASELINEB.L.
BACKBK
BITUMINOUSBIT.
ADJUST TO GRADEATG
APPROXIMATEAPPROX.
ALUMINUMALUM.
AHEADAH
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
PROPOSED ELECTRIC
PROPOSED COMMUNICATIONS
D
N
UOB
B R
O O
K
RADIUS (FT)
100.00
100.00
100.00
VERTICALVERT.
USE IN PLACEUIP
TYPICALTYP.
TURF REINFORCEMENT MATTRM
TOP OF WALLT.O.W.
TO BE REMOVED AND REPLACEDTBR&R
TO BE REMOVEDTBR
TO BE ABANDONEDTBA
STATIONSTA.
SQUARE FEETSQ. FT.
SQUARE FEETSF
SECONDSEC.
SANITARY MANHOLESNMHOL
RIGHT OF WAYR/W
RIGHT OF WAYR.O.W.
RELOCATEDRELOC.
ROLLED EROSION CONTROL PRODUCTRECP
ROADRD
REINFORCED CONCRETE PIPERCP
REINFORCED CONCRETERC
RADIUSR
POINT OF VERTICAL TANGENCYP.V.T.
POINT OF VERTICAL INTERSECTIONP.V.I.
POINT OF VERTICAL CURVATUREP.V.C.
POLYVINYL CHLORIDEPVC
POINT OF TANGENCYP.T.
PROPOSEDPROP.
POINT OF ENDP.O.E.
POINT OF BEGINNINGP.O.B.
POINT OF INTERSECTIONP.I.
POINT OF CUVATUREP.C.
Cu rb
Cur b
C ur b
C u r b
Cu rb
Cu rb
C u rb
C u rb
Cur b
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C ur b
C ur b
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C u r b
Cu rb
Curb
Cu rb
Cu rb
Cu rb
G
STREAM
PLACED OVER
FALLEN TREE
(PER PLAN)
WATER LINE
UNVERIFIED
PIPE LINES
AND PETROLEUM
FIBER OPTIC
UNVERIFIED
G
G
W
FH
FH
FH
FH
G
G
W
W
W
FH
FH
FH
FH
G
W
G
G
G
W
W
G
G
G
W
W
W
G
2/1 4/1
8 1 2:5
7pm W.S .E.=
33.
41.
41.
1 41.
41.
41.
41.
40.
40.
40.
40.
40.
40.
41.
39.
39.
40.
40.
39.
40.
39.
41.
40.
40.
42.
W
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2 3
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4 5
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US Army Corps
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CONTRACT NO. 3 - NOT FOR CONSTRUCTION
SHEET OF 285
J A
C O
B S
S
S
S
W
W
0 2 0 2 0 2 0 2 0 2
0 3 0 3 0 3 0 3 0 3
0 3
+0
+0
+0
40+0
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+
1+
2+00
3+00
3+17
0 1 0 1 0 1 0 1 0 1
+0
200'0 100'
SCALE:1"=100'
L
C ACCESS RD 1
C ACCESS RD 2L
C SEGMENT C2 FLOODWALLL
STA. 12+22
C2 LEVEE
BEGIN SEGMENT
THE VERTICAL CONTROL IS BASED ON NAVD 88.2.
THE HORIZONTAL CONTROL IS BASED ON NAD 83.1.
NOTES:
R=100.00'
R=100.00'
R=100.00'
STA. 28+85
END SEGMENT C2 LEVEE
FOR COORDINATES)
(SEE CIVIL DRAWINGS
CULVERT C3
L
C SEGMENT C2 LEVEE
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-100
C S
F R
E D
D O
G S
T A
U D
E R
C L S
S E
G M
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T C
A L
IG
N M
E N
T S
H E
E T
G B S
E G C
-H
C -1
A X .d g n
-N
O V -2
51OPTION 2 CONTRACT
BASE CONTRACT AND
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G M
40'
SCALE:1"= 20'
0 20'
N
12sf
T
H S
T R
E E
T
T
H S
T R
E E
T
KOORB DNUOB
S T
R E
E T
T
H
61802MXB
62014
S
SegC3-17-01
SegC3-17-02
A (8 " D
IP
INV(A)=31.4
RIM=34.7
SNMHOL
INV(A)=32.7
RIM=36.6
SNMHOL
A (8 " D
IP
INV(A)=32.9
RIM=37.6
SNMHOL
S
G
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
D
S
S
S
W
12+00
13+00
14+00
15+00 16+00
17+00
11+00
C SEGMENT C2 LEVEEL
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
TOE OF LEVEE
WET WELL
BDR 2
STATION
PUMP
C ACCESS ROAD 1L
CB
C-X
LEGEND
FLARED END SECTION
.0
LIMITS
SWALE SLOPE
L
L 6 .0
PONDING AREA
STORMWATER
BDR 2
GI
C-X
GRATE INLET
FES
C-X
BUILDING
CONTROL
BDR 2
STATION
PUMP
HW
C-X
MH
C-X
CATCH BASIN
HEADWALL
WORKING LIMITS
& CONTRACTOR
RIGHT-OF-WAY
PROPOSED
C SWALE A
C SWALE B
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY &
PROPOSED
PS
C-X
PUMP STATION
MANHOLE
E 493523.1899
N 635574.8607
TOE OF LEVEE
TOE OF LEVEE
MH
C1-2
DC
C1-3
PS
C2-1
E 493546.3709
N 635645.8006
HW
C2-2
E 493527.0725
N 635586.7424
MH
S-2
E 493482.6330
N 635714.3198
E 493454.4249
N 635697.6709
MH
S-3
PAD
FUEL TANK
E 493395.9639
N 635765.8945
MH
S-4
MH
S-X
SANITARY MANHOLE
EX. MH
S-5
E 493373.8389
N 635867.2419
EX. WATER LINE
CONNECT TO
C1-4
CO
S-X
PAD
TRANSFORMER
WALL
RETAINING
SWALE
TOP OF
LIMITS
SLOPE
SLOPE LIMITS
SWALE
TOP OF LEVEE
LINK FENCE
6' CHAIN
CULVERT C1
SEWER
6" SANITARY
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
1 635917.2020 493124.7757
2 635862.0299 493130.8002
3 635858.6155 493105.7640
4 635764.8503 493118.5515
635614.0213 493373.1936
635572.9961 493499.7730
635557.6369 493486.0006
635539.0996 493543.0653
635559.6364 493540.9929
65 635823.5029 493400.7653
66 635840.6999 493398.8596
67 635834.0234 493349.2946
68 635875.8722 493344.6559
69 635865.1819 493246.9507
70 635929.7973 493239.8897
LINE
WATER
3/4"
30' FROM SWALE CENTERLINE
WORKING LIMITS LOCATED
SEE SHEET C-502. CONTRACTOR
TO BOUND BROOK.
CUT BDR2 OUTLET SWALE
SLOPE
OF
TOE
E 493411.0824
N 635796.3688
E 493243.0257
N 635846.5004
E 493144.1613 N 635857.9223
OF MANHOLE BY OTHERS)
FUTURE CONSTRUCTION
PLUG END OF PIPE (FOR
E 493340.9806
N 635788.0439
30" RCP
DRAWINGS)
(SEE STRUCTURAL
CULVERT C2
(NOTE 14)
ENTRANCE
CONSTRUCTION
STABILIZED
(NOTE 14)
ENTRANCE
CONSTRUCTION
STABILIZED
(NOTE 14)
RIPRAP
(NOTE 14)
RIPRAP
CONDUIT
ELECTRICAL
(NOTE 15)
BY OTHERS
FLOODWALL
SEGMENT C3
FUTURE
12' WIDE ASPHALT RAMP
IN SEGMENT C3
TIE INTO ACCESS ROAD
FENCE AND WATER LINE
CONFIGURATION OF
SEE SHEET C-501 FOR
TOE OF SLOPE
ACCESS ROAD 1
LEVEE TOE
SWING GATE
DOUBLE 6.5'LINK
6' HIGH CHAIN
SWING GATE
DOUBLE 6.5'LINK
6' HIGH CHAIN
CO
S-1
DRAINAGE CHAMBER
DC
C-X
CLEANOUT
ACCESS ROAD 1
LEVEE TOE
.0
DOUBLE 8.5' SWING GATE
6' HIGH CHAIN LINK
TELEPHONE CONDUIT
COMMUNICATION AND
TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION DRAWINGS.12.
SEE STRUCTURAL DRAWINGS FOR ALL DRAINAGE STRUCTURE DETAILS.11.
LIMITS SHOWN ON THE PLANS
CONTRACTOR SHALL NOT DISTURB ANY MORE OF GREEN ACRES AREA OUTSIDE OF THE CONSTRUCTION10.
NEW INLET. INFORM CONTRACTING OFFICER IF EXISTING LINE INVERT IS BELOW BOTTOM OF NEW INLET.
DETERMINE INVERT OF EXISTING STORM SEWER LINES BEFORE CONSTRUCTING 9.
CG-503. FOR PAVEMENT SECTION, SEE SHEET C-301.
FOR ASPHALT PAVING LIMITS AND ELEVATIONS AT PUMP STATIONS, SEE SHEETS CG-501 AND8.
FOR LOCATION ON STRUCTURE OF COORDINATES LISTED, SEE STRUCTURAL DRAWINGS.7.
MANHOLE AND INLET COORDINATES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.6.
FOR FENCING DETAILS, SEE SHEETS C-504, C-505 AND C-506.5.
FOR TEST PILE LOCATIONS, SEE SHEET C-153.4.
FOR LEVEE & LEVEE TOE ACCESS ROAD TYPICAL SECTIONS, SEE SHEET C-301.3.
CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS.2.
FOR RIPRAP AND TURF REINFORCEMENT MAT DETAILS, SEE EROSION CONTROL DRAWINGS.1.
SEGMENT C2 GENERAL NOTES:
TIMING OF CONSTRUCTION WITH CONTRACTING OFFICER.
UNTIL THE SEGMENT C3 FLOODWALL IS INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. COORDINATE
THE END OF THE SEGMENT C2 LEVEE FROM STA. 12+22 TO STA. 13+40 SHALL NOT BE CONSTRUCTED16.
COORDINATE WITH UTILITY COMPANY TO DETERMINE FINAL LOCATION OF UTILITY LINES. 15.
BLOCK AND RIPRAP, SEE LANDSCAPING AND EROSION CONTROL PLANS.
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR RIPRAP, ARTICULATED CONCRETE14.
FOR PUMP STATION SITE DETAILS, SEE SHEETS C-501 AND C-503.13.
LEVEE STA. 12+63.62
SEGMENT C2
BEGIN
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-101
C S
F R
E D
D O
G S
T A
U D
S
S T
A T
O S
T A
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
G B S
E G C
-H
C -1
X X .d g n
-N
O V -2
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G
SCALE:1"= 20'
0 20'
SegC2-17-13
SegC2-17-12
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 3 - OCTOBER 2022
J A
C O
B S
17+00 18+00
19+00 20+00
21+00 22+00
16+00
17+00
RIGHT-OF-WAY
PROPOSED
L
TOE OF LEVEE
TOE OF LEVEE
SWALE SLOPE LIMITS L
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY &
PROPOSED
.0
C SWALE B
E 493976.3438
N 635582.1418
E 494013.4919
N 635559.1472
GI
C3-9
C3-10
TOP OF LEVEE
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
59 635558.1011 494037.7518
SEE LANDSCAPING AND EROSION CONTROL PLANS.
RIPRAP, ARTICULATED CONCRETE BLOCK AND RIPRAP,
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR 2.
FOR SEGMENT C2 GENERAL NOTES SEE SHEET C-101.1.
NOTES:
(NOTE 2)
RIPRAP
TOP OF SWALE
C2 LEVEE
C SEGMENT
C CULVERT C3L
TOPSOIL
CULVERT C3
1' VARIES
2.5
EMBANKMENT
LEVEE
COMPACTED
(ASTM C33)
#57 OR #67 AGGREGATE
OR EQUIVALENT
MIRAFI 180N GEOTEXTILE
2' MIN.
TOE OF LEVEE
SWALE
STA. 9+96 TO 17+32
TOE DRAINAGE DETAILS
SHEET
SEE DETAILS IN THIS
TOE DRAINAGE LIMITS,
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-102
A
T C
H L
IN
E
S
T A
S
H E
E T C -1
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
MATCH LINE SHEET C-103
S T
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
-O
C T -2
G B S
E G C
-H
C -1
X X .d g n
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
SCALE:1"= 20'
0 20'
KOORB DNUOB
N
D S
T R
E E
T
CAP LANE
R
D S
T R
E E
T
B (1
"C
P P
A (1
"R
C P
C (1
"R
C P
A (1
"R
C P
B (1
"R
C P
A (1
"R
C P
HOLDING WATER
INV(C)=33.6
INV(B)=33.5
INV(A)=33.7
GR=35.9
CATBSN
HOLDING WATER
INV(A)=33.6
GR=35.7
CATBSN
HOLDING WATER
INV(B)=33.7
INV(A)=33.7
GR=35.9
CATBSN
INV(C)=32.1
INV(B)=32.2
INV(A)=32.4
RIM=36.6
SNMHOL
A (8 " D
IP
A (8 " D
IP
CB
CB
CB
B(8" DIP)C(8" DIP)B(8" DIP)
INV(B)=31.5
INV(A)=31.4
RIM=37.9
SNMHOL
FH VC07
36.5
FH
S S
W
61009MXB 61008MXB61013MXB61014MXB
SegC2-17-10
SegC2-17-11
G
E 494163.7 N 635381.2 Pipe
KNOWN EXPOSURE
E 494422.7 N 635414.3 Pipe
KNOWN EXPOSURE
INV(15"RCP) 33.4'
INV(15"CPP) 32.6'
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
22+00
23+00 24+00 25+00 26+00
12+0013+0014+0015+00
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
BOROUGH RIGHT-OF-WAY
TOE OF LEVEE
TOE OF LEVEE
L
RIGHT-OF-WAY
PROPOSED
15" RCP
STORM SEWER
EXISTING
LOCATED 1' BEHIND CURB
BETWEEN POINTS 58 AND 24
LIMITS ALONG CAP LANE
CONTRACTOR WORKING58
GI
C3-8
GI
C3-7
E 494267.2387
N 635511.2196
GI
C3-6
E 494405.1021
N 635514.8042
3' BERM
C SWALE CL
GI
C3-5
E 494126.4220
N 635510.9592
TOP OF SWALE
TOP OF LEVEE
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
10 635371.0539 494122.8459
58 635529.3348 494141.1595
STORM SEWER
EXISTING
SEE LANDSCAPING AND EROSION CONTROL PLANS.
RIPRAP, ARTICULATED CONCRETE BLOCK AND RIPRAP,
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR 2.
FOR SEGMENT C2 GENERAL NOTES, SEE SHEET C-101.1.
NOTES:
C2 LEVEE
C SEGMENT
C CULVERT C3L
C-102
SEE DETAILS IN SHEET
TOE DRAINAGE LIMITS,
INV. EL. 33.42
GRATE EL. 35.70
TYPE E INLET
E 494410.3160
N 635524.9432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-104
S
F R
E D
D O
C L S
G S
T A
U D
E R
S T
A T
O S
T A
M A T
C H L
IN
E
S
T A
S
H E
E T C -1
M A
T C
H L
IN
E S
T A S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
E T
S E
G M
E N
T C
-N
O V -2
G B S
E G C
-H
C -1
X X .d g n
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
-3
-2
A M
E N
D M
E N
T N
O
G
0 20'
N
CAP LANE
S
T S
T R
E E
T
BO
UND
BRO
O
K
A (1
"R
C P
B (1
"R
C P ) A
(1 "R
C P
A (1
"R
C P
B (1
"R
C P
C (1
"R
C P
INV(A)=34.9
GR=36.6
CATBSN
INV(B)=34.2
INV(A)=34.3
GR=36.7
CATBSN
INV(C)=34.2
INV(B)=34.1
INV(A)=34.2
GR=36.8
CATBSN INV(C)=32.8
INV(B)=32.9
INV(A)=33.4
RIM=37.4
SNMHOL
Curb
Curb
Curb
A (8 " D
IP
CPP AT E
ND OF PIPEREPAIR-CHANGED TO *POSSIBLE PIPE
INV=31.6
15"CCP
SegC2-17-08
SegC2-17-09
B(8" DIP)
INV(B)=33.5
INV(A)=33.7
RIM=37.3
SNMHOL
C(8" DIP)
B(8" DIP)
FH
6100MX
61003MXB
W
FH
CB
CB
CB
S
G
61004MXB
61008MXB
E 494672.3 N 635383.1 Pipe
KNOWN EXPOSURE
INV(15"RCP) 33.8'
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
27+00 28+00
29+0
30+00 31+00
8+00
9+00 10+0011+00
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
TOE OF LEVEE
TOE OF LEVEE
L
RIGHT-OF-WAY
PROPOSED
.0
SWALE SLOPE LIMITS
15" RCP
LOCATED 1' BEHIND CURB
BETWEEN POINTS 58 AND 24
LIMITS ALONG CAP LANE
CONTRACTOR WORKING
POINT NORTHING EASTING
11 635388.1136 494648.9015
12 635380.0198 494649.1640
13 635334.3834 494656.0287
14 635319.7196 494668.3460
15 635339.7791 494709.3593
16 635361.3015 494705.5112
17 635377.3186 494705.4136
18 635402.0766 494730.1716
19 635421.0586 494812.6765
20 635410.9028 494815.1605
GI
C3-4
E 494527.1509
N 635517.9777
EX CB
C3-2
E 494661.4313
N 635521.4691
E 494697.2453
N 635522.3971
RIGHT-OF-WAY
BOROUGH
EXISTING FLOODWALL
C SWALE CL3' BERM
C3-1
GI
C3-3
TOP OF SWALE
TOP OF LEVEE
INV. OUT EL. 34.1
GRATE EL. 36.8
EX. SWALE
WORKING LIMITS
CONTRACTOR
14'1
STORM SEWER
EXISTING
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
BOUND BROOK BANK
TO FOLLOW THE TOP OF
CONTRACTOR WORKING LIMITS
20'
E 494869.9445
N 635516.5740
MATCH EXISTING
(NOTE 1)
ENTRANCE
CONSTRUCTION
STABILIZED
C2 LEVEE
C SEGMENT
C CULVERT C3L
C-102
SEE DETAILS IN SHEET
TOE DRAINAGE LIMITS,
NOTE 2
STA. 28+88
END LEVEE
STA. 28+83
FLOODWALL
EXISTING
EX. SWALE
C SWALE DL
NOTE 3
VEHICLE TURNAROUND
FOR SECURITY FENCE DETAILS, SEE SHEET C-5065.
FOR SEGMENT C2 GENERAL NOTES, SEE SHEET C-101.4.
EXISTING RIPRAP TO BE REMOVED. SEE DEMOLITION PLANS.3.
FOR TRANSITION TO FLOODWALL, SEE SHEET S-103.2.
SEE LANDSCAPING AND EROSION CONTROL PLANS.
RIPRAP, ARTICULATED CONCRETE BLOCK AND RIPRAP,
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR 1.
NOTES:
SECURITY FENCE (NOTE 5)
22 635507.0604 494883.8940
635550.1675 494881.7925
INV. EL. 33.84
GRATE EL. 36.00
TYPE E INLET
E 494660.7339
N 635533.4550
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-105
T C
H L
IN
E S
T A S
H E
E T C -1
S T
A T
O S
T A
G S
T A
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C L S
C S
F R
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N E
R A
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G M
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G B S
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C -1
X X .d g n
-N
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M A
T C
H L
IN
E S
T A S
H E
E T C -1
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A
M E
N D
M E
N T N
O
-3
-2
G
SCALE:1"= 20'
0 20'
SOUTH LINCOLN AVENUE
BO
UND BRO
O K
INV(B)=35.5
INV(A)=35.8
GR=38.0
CATBSN
E611752MXB
C&G
C(15"HDPE)
New Pipe Invert 36.13' Blocked off at Existing Inlet.
Installed per Plan.
C3-1 FES & Pipe Run
A (1
"R
C P
A (1
"R
C P
B (1
"T
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R A
INV 15"TERRA=33.8
CB
W
SegC2-17-02
SegC2-17-03
S O
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N N
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IG
N E
D B
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
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D D -M
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A R
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P S O
F E
N G
IN
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R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
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A S
IN
O
F T
H E R
A R
IT
A N R
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G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
W
211+00 212+00
213+00 214+00
215+00
1+00
2+00
3+00
3+17 3+17
38+00 39+00
40+00
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
BOROUGH RIGHT-OF-WAY
RIGHT-OF-WAY
PROPOSED
C ACCESS RD 2L
WET WELL
BDR 3
STATION
PUMP
BUILDING
CONTROL
BDR 3
STATION
PUMP
18" RCP 24" RCP
24" RCP
.0
26.0'
PONDING AREA
STORMWATER
BDR 3
12' SWING GATE
LINK DOUBLE
6' HIGH CHAIN
R=25'
ASPHALT PAVEMENT
LOCATED 1' BEHIND
6' CHAIN LINK FENCE
(NOTE 2)
PROPOSED R.O.W.
LOCATED 1' BEHIND
6' CHAIN LINK FENCE
(NOTE 1)
E 495435.2478 N 635795.6714
EDGE OF PAVEMENT
E 495410.4795 N 635792.2754
GI
C4-2
EX CB
C4-1
E 495368.5242 N 636122.3252
GI
C4-3
E 495435.7538 N 636167.0252
34 35 36
E 495516.5244 N 636035.3476
HW
C5-2
E 495508.5412 N 636042.9189
PS
C5-1
LINE
3/4" WATER
AREA
PONDING
TOP OF
TOE OF SLOPE
SLOPE LIMITS
PONDING AREA
BOTTOM OF
RETAINING WALL
EX. CULVERT
EX. SWALE
PROPOSED R.O.W.
LOCATED 1' BEHIND
6' DECORATIVE FENCE
E 495365.5574
N 636173.6662
BEGIN CHAIN LINK FENCE
END DECORATIVE FENCE
ENTRANCE
CONSTRUCTION
STABILIZED
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
32 635807.8274 495472.9459
33 635862.8730 495459.3424
34 635877.5546 495457.3294
35 635903.0073 495460.6773
36 635942.7957 495472.2774
37 635991.1649 495495.9838
38 635999.5941 495503.1882
39 635997.2567 495526.5139
40 636028.1794 495552.5628
41 636049.5761 495547.9355
42 636088.1653 495584.5336
43 636100.2078 495571.8360
46 636214.8687 495448.0174
47 636205.4538 495451.3877
48 636168.7058 495348.7337
49 636120.0905 495354.4588
50 636120.0094 495353.7697
51 636102.5029 495355.6587
52 636102.5521 495355.981
53 635736.4630 495399.1390
54 635736.1753 495396.5547
PAD
TRANSFORMER PAD
TANK
FUEL
E 495429.1408 N 636162.5232
FES
C4-4
.0
FLOODWALL
EXISTING
E 495458.0273 N 635747.3176
EDGE OF PAVEMENT
CULVERT C4
LIMITS
SLOPE
E 495396.6954 N 635752.0299
BEGIN ACCESS RD. 2
AREA
PONDING
TOP OF
WORKING LIMITS
CONTRACTOR
E 495413.8755 N 635767.5071
PAVEMENT
EDGE OF
(NOTE 3)
RIPRAP
(NOTE 3)
RIPRAP
CONDUITS
ELECTRICAL
CONDUIT
ELECTRICAL
(NOTE 4)
RIVER SIDE
FINISHED GRADE
1.5'
1'
25'
(NOTE 5)
TWO LAYER GEOGRID
EXISTING SHEET PILE
TOP OF FLOODWALL
EXISTING SHEET PILE
ACCESS ROAD 2
LEVEE TOE
4' CONC. SIDEWALK
TELEPHONE CONDUIT
COMMUNICATION AND
MATERIAL BACKFILL
EMBANKMENT
EXISTING
STA. 38+75 TO 41+25
GEOGRID INSTALLATION DETAILS
TO FLOODWALL & ACCESS ROAD
ALIGN STRONG AXIS OF GEOGRID PERPENDICULAR
GEOGRID TENSAR UX1500HS OR EQUIVALENT.
RIVER SIDE
FINISHED GRADE
31'
GEOTEXTILE
MIRAFI 180N
MATERIAL PER SPEC 31 00 00
SELECT GRANULAR
.0
RETAINING WALL
BDR 3 FOREBAY
(FOREBAY AREA)
SELECT GRANULAR BACKFILL DETAIL
TOP OF FLOODWALL
(NOTE 6)
(NOTE 7)
ON SHEET C-109.
BACKFILL WITH SELECT GRANULAR MATERIAL. SEE DETAIL7.
AREA DETAIL ON THIS SHEET.
BACKFILL WITH SELECT GRANULAR MATERIAL. SEE FOREBAY6.
ON THIS SHEET.
3,560 LBS/FT FROM STATION 38+75 TO 41+25. SEE DETAIL
EQUIVALENT WITH A TENSILE STRENGTH (5% STRAIN) OF
INSTALL TWO PLAYER GEOGRID TENSAR UX1500HS OR5.
LOCATION OF UTILITY LINES.
COORDINATE WITH UTILITY COMPANY TO DETERMINE FINAL 4.
SEE LANDSCAPING AND EROSION CONTROL PLANS.
RIPRAP, ARTICULATED CONCRETE BLOCK AND RIPRAP,
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR 3.
FOR REMAINING BDR3 SITE DETAILS, SEE SHEET C-503.2.
FOR SEGMENT C2 GENERAL NOTES, SEE SHEET C-101.1.
NOTES:
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-108
T
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
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AT
C H L
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. 4
2+ S
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G E
N E
R A
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G M
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T C
-N
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G B S
E G C
-H
C -1
X X .d g n
M A
T C
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IN
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T A S
H E
E T C -1
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G
SCALE:1"= 20'
0 20'
DENTON PLACE
B O
U N
D B
R O
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C&G
C&G
SegC1-17-16
SegC1-17-17
SegC2-17-01
S O
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C O
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R A
C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
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K
N E
W Y
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K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
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A S
IN
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F T
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A R
IT
A N R
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G R
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N B
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L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
43+00 44+00 45+00
+0
47+00
RIGHT-OF-WAY
PROPOSED
LIMITS
CONTRACTOR WORKING
RIGHT-OF-WAY &
PROPOSED
TOP OF PONDING AREA
PONDING AREA
STORMWATER
BDR 3
E 495733.1794
N 636315.8886
CORNER OF FENCE
E 495753.7053
N 636296.3316
END FENCE
AREA
BOTTOM OF PONDING
EXISTING FLOODWALL
EX. HW
C6-1
EXISTING EMBANKMENT MATERIAL BACKFILL
EX. CULVERT
RIGHT-OF-WAY
PROPOSED
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
44 636307.0782 495763.8974
45 636322.2286 495747.9227
PROPOSED R.O.W.
LOCATED 1' BEHIND
6' CHAIN LINK FENCE
(NOTE 2)
RIPRAP
ON THIS SHEET.
BACKFILL WITH SELECT GRANULAR MATERIAL. SEE DETAIL3.
SEE LANDSCAPING AND EROSION CONTROL PLANS.
RIPRAP, ARTICULATED CONCRETE BLOCK AND RIPRAP,
FOR LOCATIONS OF TURF REINFORCEMENT MAT, ARMOR 2.
FOR SEGMENT C2 GENERAL NOTES, SEE SHEET C-101.1.
NOTES:
(NOTE 3)
RIVER SIDE
FINISHED GRADE
TOP OF FLOODWALL
GEOTEXTILE
MIRAFI 180N
MATERIAL PER SPEC 31 00 00
SELECT GRANULAR
.0
:1
(STA. 42+25 TO STA. 44+60)
SELECT GRANULAR BACKFILL DETAIL
20'
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-109
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
M A
T C
H L
IN
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T A S
H E
E T C -1
G E
N E
R A
L P
L A
N S
H E
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S E
G M
E N
T C
-N
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G B S
E G C
-H
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X X .d g n
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G
0 20'
N
C o n c
Parking
Parking
Parking
Parking
Parking
Parking Parking
SegH-17-18
Storage
Storage
Dumpster
Debris
Storage
C o n c
S O
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N N
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M A
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D E
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T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
83+00 84+00 85+00
86+00
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
M A T
C H L
IN
E
S
T A
S
H E
E T C -1
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY
PROPOSED
TOE OF LEVEE
L
LC SWALE K
TOP OF LEVEE
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
54 635934.9175 496958.6286
55 636025.2494 497080.8970
56 636030.3187 497090.1741
57 636038.2983 497132.5080
58 636043.5781 497183.0638
59 636057.5421 497232.7675
71 636141.1149 497061.2063
72 636128.9561 497032.4151
73 636112.5619 497005.8068
LIMITS
SWALE SLOPE
TOE OF LEVEE
.0
.0
C SEGMENT H LEVEE
LIMITS
SWALE SLOPE
LIMITS, SEE DETAIL ON SHEET C-157
HORIZONTAL DRAINAGE BLANKET
FOR GENERAL NOTES, SEE SHEET C-151.1.
NOTES:
TERMINATE AT TOE OF SLOPE
12' WIDE ASPHALT RAMP
E 497120.7758
N 636159.4821
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-158
G S
T A
U D
P
S T
A T
O S
T A
M P
O W
E L L
S E
G M
E N
T H
G E
N E
R A
L P
L A
N S
H E
E T
-N
O V -2
G B S
E G C
-H
C -1
X X .d g n
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A
M E
N D
M E
N T N
O
/3
/2
G
0 20'
N
B O
U N
D B
R O
O K
LIN
COLN B
LVD.
(CENTRAL R
AIL
ROAD O
F N
J M
AIN
LIN
E H
ISTORIC
DI
STRIC
T)
RARIT
AN V
ALLE
Y L
INE
ELEV=38.7
TOP OF 8" STEEL FOC PIPE
ELEV=38.5
'A' TOP OF 8" STEEL FOC PIPE
MARK-OUT BY OTHERS
FIBER OPTIC LINE
SegH-17-19
SegC1-17-22
SegH-17-20
POST MARKER
FIBER OPTIC
MARK-OUT BY OTHERS
UG FIBER OPTIC UTILTY
SegC1-17-23
SegC1-17-24L
SegC1-17-25L
S O
L
IC
IT
A T
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N N
O
F
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E N
A M
E
D W
N B
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C K
D B
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D E
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D B
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D A
T E
M A
R K
D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
87+00 88+00
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
TOE OF LEVEE
L
14'
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY
PROPOSED
M A
T C
H L
IN
E
S
T A
S
H E
E T C -1
WORKING LIMITS
CONTRACTOR
RIGHT-OF-WAY
PROPOSED
END LEVEE
STA. 90+23.85
C SWALE K
TOP OF LEVEE
COORDINATE TABLE
CONTRACTOR WORKING LIMITS
POINT NORTHING EASTING
60 636073.6761 497273.9131
61 636090.3653 497310.3925
62 636121.3790 497359.8665
63 636112.8786 497400.8880
64 636047.5010 497492.7217
65 636102.2725 497556.6196
66 636185.2729 497464.1957
67 636210.5119 497427.2925
68 636225.2571 497385.0854
69 636228.4886 497340.4938
70 636219.9830 497296.6017
FOR GENERAL NOTES, SEE SHEET C-151.1.
NOTES:
R=10'
LIMITS
SLOPE
SWALE
L
.0
.0
TURNAROUND
VEHICLE
LEVEE
TOE OF
3'
SWALE SLOPE LIMITS
C SEGMENT H LEVEE
BEGIN SWALE K
DO NOT DISTURB
HISTORIC AREA
TERMINATE AT TOE OF SLOPE
12' WIDE ASPHALT RAMP
TOE OF LEVEE
E 497302.4009
N 636175.8127
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-159
G S
T A
U D
P
M P
O W
E L L
S E
G M
E N
T H
G E
N E
R A
L P
L A
N S
H E
E T
-N
O V -2
G B S
E G C
-H
C -1
X X .d g n
S T
A T
O S
T A .8
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
/3
/2
G M
S A
M E
N D
M E
N T N
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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S
U E D
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O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
12+00 13+00 14+00 15+00 16+00 17+00
.5 :1
B E
G
IN
S
E G
M E
N T C
L
E V
E E
P .V .I .6
IN
V E
L .5
S T
A .9
C E
N T
E R
L
IN
E C
U L V
E R
T C
E L .0
EL. 52.00
TOP OF LEVEE
EXISTING GROUND
40'
SCALE:1"= 20'H
0 20' 10'
SCALE:1"= 5'V
0 5'
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-201
A T
O S
T A
C S
F R
E D
D O
C L S
G S
T A
U D
E R
P R
O F
IL
E S
H E
S E
G M
E N
T C
-N
O V -2
G B S
E G C
-H
C -2
X X .d g n
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
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E
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
PS
C2-1
HW
C2-2
E L .1
S T
A .3
E N
D O
F A
P R
O N
IN
V E
L .0
S T
A .0
B E
G
IN
C
U L V
E R
T C
P U
M P S
T A
T
IO
N
IN
V E
L .9
S T
A .1
E N
D C
U L V
E R
T C
H E
A D W
A L L
9+00
10+00 11+00 12+00 13+00
@ 0.17%
62.13' - CULVERT C2
EXISTING GROUND
CUT OUTLET TO STREAM
DIRECTION OF FLOW
FINISHED GRADE
B O
U N
D B
R O
O K
DC
C1-3
IN
V E
L .2
S T
A .1
E N
D C
U L V
E R
T C
MH
C1-2
0+00 1+00 2+00 3+00
IN
V
O U
T E
L .3
IN
V
IN
E
L .3
G R
A T
E E
L .8
S T
A .5
B E
G
IN
C
U L V
E R
T C
D R
A
IN
A G
E C
H A
M B
E R
IN
V E
L .5
R
IM
E
L .0
S T
A .5
M A
N H
O L E
LC
A
C C
E S
S R
D
IN
V E
L .7
S T
A .0
O F M
A N
H O
L E B
Y O
T H
E R
S
(F U
T U
R E C
O N
S T
R U
C T
IO
N
P L
U G E
N D O
F P
IP
E
@ 0.16%
70.60' - CULVERT C1 (4' x 2')
@ 0.19%
114.07' - 30" RCP
@ 0.19%
99.52' - 30" RCP
C1-4
EXISTING GROUND
DIRECTION OF FLOW
FINISHED GRADE
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-207
S
F R
E D
D O
C L S
G S
T A
U D
E R
S T
O R
M S
E W
E R P
R O
F
IL
E S
H E
G M
E N
T C
-N
O V -2
G B S
E G C
-H
C -2
X X .d g n
C U
L V
E R
T P
R O
F
IL
E S
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
OR FES DIMENSIONS.
ADJUST ACTUAL PIPE LENGTHS FOR STRUCTURE
STRUCTURE OR END OF FLARED END SECTION (FES).
PIPE LENGTHS SHOWN ARE TO CENTER OF2.
PRECAST STRUCTURES.
IN THE PLANS SHALL BE NJDOT STANDARD
ALL STRUCTURES NOT DETAILED ELSEWHERE1.
NOTES
A M
E N
D M
E N
T N
O
-3
-2
G
0+00 1+00 2+00
DI
H7-1
@ 1.00%
12" RCP
43.30'
DI
H7-2
MH
H7-3
FES
H7-4
@ 1.00%
12" RCP
11.17'
@ 1.00%
12" RCP
51.25'
IN
V E
L (O
U T .1
IN
V E
L (I
N .2
R
IM
E
L .0
S T
A .7
P R
E C
A S
T M
A N
H O
L E
IN
V E
L (O
U T .6
S T
A .9
F L
A R
E D E
N D S
E C
T
IO
N
IN
V E
L (O
U T .0
R
IM
E
L .0
S T
A .0
G R
A T
E I
N L E
T T
Y P
E B
IN
V E
L (O
U T .4
IN
V E
L (I
N .5
R
IM
E
L .0
S T
A .8
G R
A T
E I
N L E
T T
Y P
E B
EXISTING GROUND
FINISHED GRADE
SURFACE
CONCRETE BLOCK
ARTICULATED
ADJUSTED TO MATCH
FES LOCATION TO BE
EX CB
H4-1
MH
H4-2
DI
H4-3
MH
H4-5
DI
H4-4
@ 1.00%
3+002+001+00
@ 0.89% @ 0.32%
12" RCP
24.34'
12" RCP
32.06'
18" RCP
14.75'
@ 0.70%
18" RCP
21.77'
@ 0.32%
18" RCP
38.56'
IN
V E
L .0
S T
A .0
E N
D S
E C
T
IO
N
IN
V E
L (O
U T .3
IN
V E
L (I
N .4
R
IM
E
L .4
S T
A .4
W /F
L A
T T
O P
P R
E C
A S
T M
A N
H O
L E
IN
V E
L (O
U T .0
IN
V E
L (I
N .1
R
IM
E
L .4
S T
A .9
P R
E C
A S
T M
A N
H O
L E
IN
V E
L .8
S T
A .0
E N
D S
E C
T
IO
N
IN
V E
L (O
U T .7
IN
V E
L (I
N .8
R
IM
E
L .9
S T
A .3
G R
A T
E I
N L E
T T
Y P
E B
IN
V E
L (O
U T .1
IN
V E
L (I
N .2
R
IM
E
L .0
S T
A .1
G R
A T
E I
N L E
T T
Y P
E B
FES
H4-6
FES
H5-1
IN
V E
L .1
S T
A .0
E N
D S
E C
T
IO
N
@ 0.65%
46.19'- 18" RCP
FES
H5-2
IN
V E
L .8
S T
A .1
E N
D S
E C
T
IO
N
60 60
1+000+00
DIRECTION OF FLOW
EXISTING GROUNDFINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
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SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
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A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
DIRECTION OF FLOW
FINISHED GRADE
EXISTING GROUND
FINISHED GRADE
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-262
G
S
T A
U D
E R
S T
O R
M S
E W
E R P
R O
F
IL
E S
M P
O W
E L L
M R
P
-N
O V -2
G B S
E G C
-H
C -2
X X .d g n
C U
L V
E R
T S H
A
N D H
94OPTION 1 CONTRACT
BASE CONTRACT AND
SHEET IS IN THE
WORK ON THIS
S E
G M
E N
T H
OR FES DIMENSIONS.
ADJUST ACTUAL PIPE LENGTHS FOR STRUCTURE
STRUCTURE OR END OF FLARED END SECTION (FES).
PIPE LENGTHS SHOWN ARE TO CENTER OF3.
GUTTER LINE AT CENTER OF CURB CASTING.
TYPE 'B' GRATE INLET ELEVATIONS PROVIDED ARE AT2.
STANDARD PRECAST STRUCTURES
ALL STRUCTURES ON THIS SHEET SHALL BE NJDOT1.
NOTES
A M
E N
D M
E N
T N
O
-3
-2
G
20'
SCALE:1"= 10'
0 10'
15+00 16+00
B O
U N
D B
R O
O K T
R
IB
U
TA
R Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
S
S
S
E 493478.8766
N 635717.6514
EDGE OF ASPHALT
E 493448.5378
N 635671.4034
EDGE OF ASPHALT
PAVMENT
1' BEHIND ASPHALT
FENCE LOCATED
6' CHAIN LINK
E 493580.8772
N 635736.1433
BDR2 FORBAY
CORNER OF
E 493561.4760
N 635742.7328
BDR2 FOREBAY
CORNER OF
TOP OF LEVEETOP OF LEVEE
C SWALE AL
C SWALE BL
CONTROL BLDG.
BDR2
PUMP STATION
WET WELL
BDR2
PUMP STATION
FOREBAY
BDR2
PUMP STATION
PS
C2-1
PAVEMENT
ASPHALT
E 493553.9004
N 635655.9646
CORNER OF FENCE
E 493562.4917
N 635682.2603
LINK FENCE
END 6' CHAIN
R=20'
C ACCESS ROAD 1L
R=5'
PONDING AREA
BDR2 STORMWATER
E 493565.3529
N 635693.4269
BDR2 WET WELL
INT. CORNER OF
E 493547.2927
N 635699.3284
BDR2 FOREBAY
INT. CORNER OF
CULVERT C2
SWALE
TOP OF
RETAINING WALL
C1-4
.0 ' 6'
E 493494.7082
N 635696.6982
FUEL TANK PAD
CORNER OF
E 493500.0946
N 635694.9381
FUEL TANK PAD
CORNER OF
5'
E 493456.7669
N 635709.7664
PAD CORNER
TRANSFORMER
E 493453.2927
N 635713.3623
PAD CORNER
TRANSFORMER
WORKING LIMITS
AND CONTRACTOR
RIGHT OF WAY
PROPOSED
SLOPE LIMITS
SWALE
5.67'
.0
TOE OF LEVEE
.0
E 493413.4574
N 6356885.2320
OF FENCE
CORNER
E 493421.5859
N 635701.4105
OF FENCE
CORNER
E 493549.0828
N 635624.8539
OF FENCE
CORNER
E 493553.4416
N 635637.1239
EDGE OF ASPHALT
493554.7693E
N 635641.1870
EDGE OF ASPHALT
E 493559.1262
N 635654.5200
CORNER OF FENCE
E 493542.7750
N 635696.7713
ASPHALT
EDGE OF
E 493537.7306
N 635694.2121
BUILDING
BDR2 CONTROL
OFEXT. CORNER
E 493509.2143
N 635703.5298
BUILDING
CONTROLBDR2
EXT. CORNER OF
E 493477.4596
N 635713.3148
E 493472.7251
N 635714.8619
ASPHALT
EDGE OF
E 493453.6313
N 635720.8138
E 493439.2480
N 635706.9170
ASPHALT
EDGE OF
SWALE
LC SEGMENT C2 LEVEE
TRANSFORMER PAD
UNIFORMLY AROUND
LOCATE 4 BOLLARDS
(4" PVC)
SEWER
SANITARY
(6" PVC)
SANITARY SEWER
C CULVERT C1L
E 493496.3928
N 635705.1173
E 493495.8017
N 635695.3024
E 493494.2186
N 635698.4635
CONDUIT
ELECTRICAL
(NOTE 4)
OF LEVEE
1' FROM TOP
FENCE LOCATED
6' CHAIN LINK
E 493407.1855
N 635672.7486
OF FENCE
CORNER
8.5' SWING GATE
LINK DOUBLE
6' HIGH CHAIN
6.5' SWING GATE
LINK DOUBLE
6' HIGH CHAIN
.0
5.0'
OF ROAD
(2' FROM EDGE
3/4" WATER LINE
ASPHALT RAMP
E 493435.2784
N 635713.1048
FENCE
CORNER OF
6.5' SWING GATE
LINK DOUBLE
6' HIGH CHAIN
LOCATION OF UTILITY LINES.
COORDINATE WITH UTILITY COMPANY TO DETERMINE FINAL4.
FOR BOLLARD DETAIL, SEE SHEET A-531, DETAIL A5.3.
FOR ACCESS ROAD 1 TYPICAL SECTION, SEE SHEET C-508.2.
FOR ACCESS ROAD 1 ALIGNMENT, SEE SHEET C-100.1.
NOTES:
(NOTE 5)
CONDUIT
BOLLARD DETAIL (NOTE 3)
BDR2 FUEL TANK
NOTE 6
FOR CONTINUATION SEE PLUMBING DRAWINGS.6.
THE WATER COMPANY.
CONTRACTOR OR SUB-CONTRACTOR THAT IS REGISTERED WITH
AND INSTALLATION OF METER MUST BE PERFORMED BY
AMERICAN WATER. TAPPING OF MAIN FOR SERVICE CONNECTION
DETAILS AND WATER SERVICE CONNECTION WITH NEW JERSEY
COORDINATE METER TYPE, LOCATION, INSTALLATION
PROPOSED WATER METER LOCATION. CONTRACTOR SHALL5.
NOTE 6
TELEPHONE CONDUIT
COMMUNICATION AND
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-501
C S
F R
E D
D O
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T A
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B
E
S E
G M
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T C
G B S
E G C
-H
C -5
X X .d g n
-N
O V -2
P U
M P S
T A
T
IO
N B
D R
S
IT
E D
E T
A
IL
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
G M
S A
M E
N D
M E
N T N
O
-0
-2
20'
SCALE:1"= 10'
0 10'
BOUND BROOK
42+0041+00
+0
3+0
3+1
A V E
N U E
S O
U T H L
IN
C O
L N
S O
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IO
N N
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D E
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D B
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IT
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D B
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P L
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C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
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N E
W Y
O R
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W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
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B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
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N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
PS
C5-1
HW
C5-2
WORKING LIMITS
CONTRACTOR
FLOODWALL
LOCATED AT
EDGE OF ASPHALT
C ACCESS ROAD 2
L
R=50'
(NOTE 1)
E 495446.4534
N 635978.7226
EDGE OF ASPHALT
E 495401.5559
N 636000.7275
E 495446.0860
N 636023.4667
EDGE OF ASPHALT
E 495424.3485
N 636066.0352
EDGE OF ASPHALT
E 495425.1736
N 636071.7498
EDGE OF ASPHALT
E 495428.8015
N 636068.3091
E 495467.6305
N 636116.5183
EDGE OF ASPHALT
E 495470.5332
N 636113.7654
& CENTER OF CURVE
CONTROL BUILDING
EXT. CORNER OF BDR3
E 495473.2854
N 636116.6682
EDGE OF ASPHALT
E 495507.6294
N 636084.0963
EDGE OF ASPHALT
E 495501.9745
N 636083.9465
CONTROL BUILDING
EXT. CORNER OF BDR3
E 495521.0469
N 636096.0640
WET WELL
INT. CORNER OF BDR3
E 495538.8235
N 636079.2046
WET WELL
INT. CORNER OF BDR3
R=5'
PAVEMENT
ASPHALT
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
24" RCP
PONDING AREA
BDR3 STORMWATER
CONTROL BLDG.
BDR3
PUMP STATION
WET WELL
BDR3
PUMP STATION
E 495510.3793
N 636047.0330
EDGE OF ASPHALT
E 495514.0072
N 636043.5923
EDGE OF ASPHALT
TOE OF SLOPE
FES
C4-4
BOTTOM OF PONDING AREA
TOP OF PONDING AREA
SLOPE LIMITS
24" RCP
SLOPE LIMITS
5'
E 495423.6979
N 636047.1267
PAD CORNER
TRANSFORMER
E 495427.2937
N 636050.6009
PAD CORNER
TRANSFORMER
6'
' 6'
E 495453.7398
N 636080.0755
PAD CORNER
FUEL TANK
E 495449.8400
N 636075.9642
PAD CORNER
FUEL TANK
E 495493.3839
N 636047.9911
YARD HYDRANT
EXISTING FLOODWALL
EX. CULVERT
RETAINING WALL
EX. SWALE
(NOTE 2)
RIGHT-OF-WAY
1' BEHIND PROPOSED
FENCE LOCATED
6' DECORATIVE
3/4" WATER LINE
TRANSFORMER PAD
UNIFORMLY AROUND
LOCATE 4 BOLLARDS
R=5'
.5
.5
1.5'
1.0' TYP
4'
BOLLARD
DUCTBANK
ELECTRICAL
PILE WALL
EXISTING SHEET
(NOTE 5)
ACCESS ROAD 1
LEVEE TOE
NOTE 6
NOTE 6
CONDUIT
ELECTRICAL
TELEPHONE CONDUIT
COMMUNICATION AND
CONDUIT
ELECTRICAL
CONDUIT
ELECTRICAL
SUB-CONTRACTOR THAT IS REGISTERED WITH THE WATER COMPANY.
AND INSTALLATION OF METER MUST BE PERFORMED BY CONTRACTOR OR
NEW JERSEY AMERICAN WATER. TAPPING OF MAIN FOR SERVICE CONNECTION
TYPE, LOCATION, INSTALLATIONDETAILS AND WATER SERVICE CONNECTION WITH
PROPOSED WATER METER LOCATION. CONTRACTOR SHALL COORDINATE METER8.
FOR BOLLARD DETAIL, SEE SHEET A-531, DETAIL A5.7.
FOR CONTINUATION SEE PLUMBING DRAWINGS.6.
"CAUTION, NONPOTABLE WATER, DO NOT DRINK." SEE DETAIL ON SHEET C-511
PLACE SIGN ADJACENT TO BUILDING BEHIND YARD HYDRANT STATING5.
FOR ACCESS ROAD 2 TYPICAL SECTION, SEE SHEET C-508.4.
FOR ACCESS ROAD 2 ALIGNMENT, SEE SHEET C-100.3.
FOR BDR3 FENCE COORDINATES, SEE SHEETS C-108 AND C-109. 2.
FOR REMAINING BDR3 ASPHALT PAVEMENT COORDINATES, SEE SHEET C-108.1.
NOTES:
NOTE 8
BOLLARD DETAIL (NOTE 7)
BDR3 FUEL TANK
5'
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-503
C S
F R
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D O
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T A
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E
S E
G M
E N
T C
G B S
E G C
-H
C -5
X X .d g n
-N
O V -2
P U
M P S
T A
T
IO
N B
D R
S
IT
E D
E T
A
IL
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
A M
E N
D M
E N
T N
O
-3
-2
G
C A
P L
A N
E
SOUTH LINCOLN AVENUE
N
40'
SCALE:1"= 20'
0 20'
209+00 208+00 207+00 206+00 205+00
D
C u r b
Curb
C&G
C&G
C&GC&G
C&G
C&G
C&G
C&G
C&G
C&G C&G C&G
C&G
C u r b
G G
G
G
SSS
G G
G
W
W
W
C B
C B
W
W
S O
L
IC
IT
A T
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N N
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A
B
M A
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D A
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B M
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D B
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P L
O T S
C A
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D A
T E
M A
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D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
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B -B
A S
IN
O
F T
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A R
IT
A N R
IV
E R
G R
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N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - AMENDMENT NO. 4 - NOVEMBER 2022
J A
C O
B S
D D
D
B O
U N
D B
R O
O K
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
C2 FLOODWALL STA. 35+27.85
C S. LINCOLN AVEL
B O
U N
D B
R O
O K
L
RIGHT-OF-WAY
PROPOSED
WORKING LIMITS
CONTRACTOR
WORKING LIMITS
& CONTRACTOR
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
PROPOSED
L
FLOODWALL
C SEGMENT H
WORKING LIMITS
CONTRACTOR
EX. SWALE
STA. 205+11.09
IMPROVEMENTS
BEGIN ROADWAY
STA. 209+18.92
IMPROVEMENTS
END ROADWAY
CURB RAMP
TYPE 2
A5
A4
A3
A
A
A1
A2
A3
A4
A5
STA. 209+06.81, 24.00' LT
STA. 209+11.83, 25.37' LT
STA. 209+15.48, 29.08' LT
STA. 209+16.78, 34.13' LT
STA. 209+16.74, 37.04' LT
39.57'
39.47'
39.37'
39.30'
39.29'
L = 15.81'
T = 10.10'
R = 10'
= 90º34'56"
LIMITS
SLOPE
LIMITS
SLOPE
S E
G M
E N
T C
B
ID
I T
E M
S
L
IM
IT
S O
F R
O A
D W
A Y
S E
G M
E N
T H
B
ID
I T
E M
S
L
IM
IT
S O
F R
O A
D W
A Y
L
EXISTING FLOODWALL
L
(ALKYD-TYPE THERMOPLASTIC)
DOUBLE YELLOW STRIPING
L
16 14 13 11
9 5 4 3 2
STA. 66+67.29
H FLOODWALL
C S. LINCOLN AVE
CURB RAMP
TYPE 2
C SWALE G
N.T.S.
DOUBLE YELLOW STRIPING DETAIL
4"
4" 6"
WARPING DETAIL INFORMATION
R=10'
S T
A
CURB RAMP
TYPE 5
FLOODWALL
C SEGMENT H
DRIVEWAY
CURB AT
DEPRESSED
C2 FLOODWALL
C SEGMENT
RIGHT-OF-WAY
BOROUGH
LIMITS
CONTRACTOR WORKING
C-508)
(SEE SHEET
EXISTING
MATCH
RIGHT-OF-WAY
BOROUGH
LIMITS
WORKING
CONTRACTOR
DRIVEWAY
NEW
RIGHT-OF-WAY
BOROUGH
ELECTRICAL CONDUIT
CONDUIT
ELECTRICAL
NOTE 2
NOTE 2
STONE ACCESS RD.
10' WIDE CRUSHED
SIDEWALK (TYP.)
4' CONC.
SIDEWALK (TYP.)
4' CONC.
(UIP)
CURB & GUTTER
EXIST.
GUARDRAIL REMOVAL)
(SEE DEMOLITION PLANS FOR
REMOVED FOR CONSTRUCTION
WHERE REQUIRED TO BE
GUARDRAIL, UIP / OR TBR&R
ATTACHMENT ON LEFT).
CURBING WITH GUARDRAIL
TO MATCH LIMIT OF SPECIAL
GUTTER REPLACMENT (STATION
REPLACEMENT AND 2.5' CURB &
END FULL DEPTH PAVEMENT
ATTACHMENT ON RIGHT).
CURBING WITH GUARDRAIL
TO MATCH LIMIT OF SPECIAL
GUTTER REPLACMENT (STATION
REPLACEMENT AND 2.5' CURB &
BEGIN FULL DEPTH PAVEMENT
(TYP)
CURB & GUTTER
2.5'
REMOVED FOR CONSTRUCTION
WHERE REQUIRED TO BE
GUARDRAIL, UIP / OR TBR&R
D2
D3
D4
D5
D6
41.91
41.96
41.14
41.80
DRIVEWAY LAYOUT DETAILS
D1 41.25
POINT NORTHING EASTING ELEV.
495408.1893
495400.9386
495397.3785
495389.0743
495410.4007
495402.9991
635246.7032
635244.1257
635240.1627
635235.2741
635228.0021
635226.6798
D7 635226.2055 495399.0273
D8 635223.3956 495396.0626
D1
D2
D3
D4
D5D6
MATCH EX.
OF CURB AT POINTS D1 AND D5
PROVIDE 1' TRANSITION FROM GUTTER TO TOP
OFFICE
FIELD
USACE
D7
D8
MATCH EX.
41.88
SIDEWALK
6" THICKENED
AS SHOWN ON SHEET C-508.
PAVEMENT SECTION FOR ACCESS ROADS,
DRIVEWAY PAVEMENT TO MATCH TYPICAL 3.
FOR DETAILS.
FLOOD GATE SILL-SEE STRUCTURAL DRAWINGS 2.
TO BEGINNING CONSTRUCTION ACTIVITIES.
IS APPROXIMATE. FIELD VERIFY PRIOR
LOCATION OF ALL EXISTING UTILITIES 1.
NOTES:
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
C-507
S
F R
E D
D O
C L S
G S
T A
U D
E R
-N
O V -2
G B S
E G C
-H
C -5
X X .d g n
KEYED NOTES
R O
A D
W A
Y P
L A
N
S O
U T
H L
IN
C O
L N A
V E
N U
E
CONCRETE SIDEWALK
PROPOSED 4'
LEGEND
RECONSTRUCTION
PROPOSED ROADWAY
1 GUTTER LOW POINT STA.
STA. 205+23.39.
BEGIN CURB HEIGHT TRANSITION
STA. 208+31.40
BEGIN CURB HEIGHT TRANSITION
STA. 205+73.29 BEGIN FLOOD GATE SECTION
STA. 208+41.40
BEGIN FLOOD GATE SECTION
STA. 205+83.29
END FLOOD GATE SECTION
END FLOOD GATE SECTION STA. 208+49.40
END CURB HEIGHT TRANSITION
STA. 205+91.29
END CURB HEIGHT TRANSITION
END CROWN TRANSITION
STA. 206+01.29
STA. 208+91.40
BEGIN EXIST. TRANSITION
STA. 208+98.92
AND OVERLAY
PROPOSED MILL
STA. 205+58.29
TRANSITION…
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