SB-M-22-23_100p PLANS (12AUG2022) RED.pdf
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- Solicitation number
- W912DS22B0024
About this file
This file provides details on a federal contract solicitation. The solicitation number is W912DS22B0024 and is seeking beach erosion control services for the Sandy Hook to Barnegat Inlet area of Monmouth County, New Jersey. Specifically, the solicitation is for beach fill services along the Sea Bright Section II to Manasquan area of the Atlantic Coast. The issuing agency is the Department of the Army Corps of Engineers Engineering District New York. The document attached appears to be project plans related to the solicitation. Responses are due by August 12, 2022, though no further details on pricing, terms, or award timing are provided in this file.
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B O
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G-101
SHEET 2 OF 36
89-06
88-62
88-68
88-72
88-73
89-03
89-04
89-05
BA-2
BA-3
BA-4BA-5
BA-6
BA-7
BA-8
BA-9
BA-10
BA-11
BA-12
BA-13
BA-1
RS-42_AA1
BARS-42_AA4
RS-42_AA2
RS-42_AA3
RS-51_AA1
RS-51_AA4
RS-51_AA2
RS-51_AA3
8 5
BA-1
BA-2
BA-3
BA-4
BA-5
BA-6
BA-7
BA-8
GR1
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GR12
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GR9
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GR6
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SHEET ID
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SHEET ID
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1000'0 500'
SCALE:1"=500''
UPON REQUEST.
IN THESE CONTRACT DRAWINGS. THE 2022 SURVEY IS AVAILABLE TO THE CONTRACTOR
SURVEY OF THE BORROW AREA #7 WAS PERFORMED IN 2022, BUT IS NOT DEPICTED 7.
IN ACCORDANCE WITH ER 1110-2-8160 AND EM 1110-2-6056.
THIS MAP IS CEPD (COMPREHENSIVE EVALUATION OF PROJECT DATUMS) COMPLIANT 6.
AND MEETS EM 1110-1-1000 ACCURACY STANDARDS.
AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON OCTOBER 2021 5.
IN US SURVEY FEET.
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4.
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET (NJ83/2011F).
COORDINATES REFER TO US STATE PLAN COORDINATES SYSTEM NAD1983, 3.
SURVEY MEETS EM 1119-2-103 ACCURACY STANDARDS.2.
GENERAL CONDITIONS EXISTING AT THAT TIME. THE SURVEY WAS TAKEN IN 2019.
SURVEY MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS THE
THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF 1.
SURVEY NOTES:
IF ACCESS NEEDS TO BE CHANGED.
CONTRACTING OFFICER IF ANY ISSUES NEED TO BE RESOLVED OR
AS SHOWN ON THE PLANS AND INFORM AND COORDINATE WITH THE
PRIOR TO START OF WORK, THE CONTRACTOR SHALL VERIFY SITE ACCESS 5.
PERMITTED WITHIN THESE AREAS.
NEITHER PIPES NOR ANY KIND OF VEHICULAR MOVEMENT SHALL BE
ENVIRONMENTAL SENSITIVE BUFFER AREAS ARE SHOWN ON THIS SHEET. 4.
BY CONTRACTORS.
EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION 3.
CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
DAMAGE AND RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY 2.
OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES 1.
GENERAL NOTES:
KEY MAP
NOT TO SCALE
SEA BRIGHT
BEACH
MONMOUTH
LONG BRANCH
DEAL
SPRING LAKE
MANASQUAN
SEA GIRT
NAECO CITNALTA
G-101
G-102G-103
G-104
AVOIDANCE AREA - RS-51
EASTINGNORTHING POINT
RS-51_AA4
RS-51_AA3
RS-51_AA2
RS-51_AA1
SBOBA ANOMALY AVOIDANCE AREAS
648321.31
648421.31
348421.31
648321.32
648118.31
648218.31
648218.31
648118.31
EASTINGNORTHING POINT
648851
649351
649350
648850
577092
577091
576591
576592
573983.16
573983.16
574083.16
574083.16
575404.17
575404.17
575504.17
575504.17
PROJECT REFERENCE AREA - BORROW AREA #7
571 808652 023
571 808.3653 385.1
574 544.7653 385.1
574 544.7654 755.9
571 808.3654 755.9
571 808 655 333
576 165 655 333
576 165.3652 023
GRAB SAMPLES - BORROW AREA #7
655044.5
655044.5
655044.5
655044.5
655044.5
654264.1
653484.1
652704.1
652704.1
652704.1
652704.1
652704.1
GR12
GR11
GR10
GR9
GR8
GR7
GR6
GR5
GR4
GR3
GR2
GR1
BA7-8
BA7-7
BA7-6
BA7-5
BA7-4
BA7-3
BA7-2
BA7-1
572518.2
573228.2
573938.2
574648.8
353358.2
575358.2
575358.2
575358.2
574648.2
573938.2
573228.2
572518.2
PROJECT REFERENCE AREA - ADDITIONAL BORROW AREA
BA13
BA12
BA11
BA10
BA9
BA8
BA7
BA6
BA5
BA4
BA3
BA2
BA1
APPLICABLE CORES - ADDITIONAL BORROW AREA
649813
649594
649503
649666
647998.8
647998.8
647965.1
647926.3
89-06
89-05
89-04
89-03
88-73
88-72
88-68
88-62
576132.7
577756
579851.9
582001.4
518809.6
579674.8
577700
575677.3
647800
648544.64
648545.69
649184
649387
649339
648632
648654.24
647800
647800
650600
650600
647800
577516.04
577516.04
578713.56
578713
579290
579406
579778
581507.11
581507.11
583200
583200
573900
AVOIDANCE AREA - RS-42
649072
649572
649571
649071
RS-42_AA4
RS-42_AA3
RS-42_AA2
RS-42_AA1
582801
582800
582300
582301
PROJECT REFERENCE LINE - BORROW AREA #7
EASTINGNORTHING STATION
PROJECT REFERENCE LINE - ADDITIONAL BORROW AREA
571808.15
575358.20
575358.20
571808.15
655044.45
655044.45
652704.05
652704.05
94+40.50
58+90.45
35+50.05
0+00.00
93+00.00
0+00.00
EASTING NORTHING STATION
583200
649200
649200
-64
-64
-64 -64
-6
-62
-6
-62
-6
-62
-62
-6
-62
-6
-60
-60
-6 0 -60
-60
-60
-60
-60
-6
-60
-6
-60
-58
-58
-5
-5
-5
-58
-58
-58
-58
-5
-58
-5
-5
-56
-56
-56
-56
-56
-56
-56
-56
-56
-5 6 -56
-56
-5
-54
-54
-54
-5
-54
-5
-54
-54
-5
-54
-54
-5 4 -54
-54
-52
-5
-52
-5
-5 2 -5
-5
-52
-5
-5
-52
-52
-52
-52
-50
-50
-50
-5
-5
-5
-50
-5
-5
-50
-5
-48
-4
-4
-48
-4
-48
-4 8-4
-4
-46
-4
-46
-4
-4
-4
-44
-4
-4
-4
-4
-4
-4
-4
-40
-38
-38
-3
-70
-70
-7
-7
-70
-70
-70
-70
-70
-7
-7
-70
-7
-70
-7
-70
-7
-70
-7
-7
-75
-75
-7
-75
-75
-7
-75
-75
-75
-75
-75
0+00 5+00
10+00 15+00
20+00 25+00
30+00 35+00
40+00 45+00
50+00 55+00
60+00 65+00
70+00 75+00
80+00 85+00
90+00 93+0093+00
0+00 5+00
10+00 15+00
20+00 25+00
30+00 35+00
60+00 65+00
70+00 75+00
80+00 85+00
90+00 94+40 94+40
-7
-75
-75
-7
-75
-75
-7
-75
-75
-75
-75
-75
N
N
E 656
N
E 654
E 651
N
E 646
E 649
N
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SHEET 3 OF 36
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D A
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C
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-2
-B -0
X X
X X
-X X
-X -X
X X
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N A
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100%
SHEET ID
A U
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S T
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H
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N
E W
J E
R S
E Y
-70
-50
-80
-60
-70
-40
-50
-60
-80
10+009+008+007+001+000+00 3+00 6+005+004+00-1+00 2+00
-40
20+0019+0018+0017+0011+00 13+00 16+0015+0014+0012+00 21+00 23+00 26+0025+0024+0022+00
46+0045+0044+0043+0037+00 39+00 42+0041+0040+0038+00 47+00 49+00 52+0051+0050+0048+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
36+0035+0034+0033+0027+0026+00 29+00 32+0031+0030+0025+00 28+00
-40
72+0071+0070+0069+0063+00 65+00 68+0067+0066+0064+00 73+00 75+00 78+0077+0076+0074+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
62+0061+0060+0059+0053+0052+00 55+00 58+0057+0056+0051+00 54+00
-40
95+0089+00 91+00 94+0093+0092+0090+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
88+0087+0086+0085+0079+0078+00 81+00 84+0083+0082+0077+00 80+00
-40
20'0 10'
SCALE:1"V=10'
200'0 100'
SCALE:1"H=100'
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
DREDGE DEPTH LINE: -70FT NAVD88
DREDGE DEPTH LINE: -70FT NAVD88
DREDGE DEPTH LINE: -70FT NAVD88
DREDGE DEPTH LINE: -70FT NAVD88
AVOIDANCE BOX #RS-51
AVOIDANCE BOX RS-42
E X
E L
.4
E X
E L
.9
E X
E L
.8
E X
E L
.3
E X
E L
.0
E X
E L
.9
E X
E L
.5
E X
E L
.6
E X
E L
.1
E X
E L
.4
E X
E L
.6
E X
E L
.3
E X
E L
.7
E X
E L
.3
E X
E L
.9
E X
E L
.2
E X
E L
.4
E X
E L
.0
E X
E L
.3
E X
E L
.6
E X
E L
.3
E X
E L
.0
E X
E L
.7
E X
E L
.4
E X
E L
.3
E X
E L
.8
E X
E L
.5
E X
E L
.7
E X
E L
.5
E X
E L
.3
E X
E L
.5
E X
E L
.5
E X
E L
.3
E X
E L
.0
E X
E L
.1
E X
E L
.1
E X
E L
.1
E X
E L
.7
E X
E L
.1
E X
E L
.6
E X
E L
.7
E X
E L
.3
E X
E L
.6
E X
E L
.3
E X
E L
.1
E X
E L
.0
E X
E L
.8
E X
E L
.5
E X
E L
.3
E X
E L
.8
E X
E L
.9
E X
E L
.4
E X
E L
.9
E X
E L
.7
E X
E L
.0
E X
E L
.6
E X
E L
.7
E X
E L
.4
E X
E L
.2
E X
E L
.1
E X
E L
.4
E X
E L
.0
E X
E L
.9
E X
E L
.1
E X
E L
.4
E X
E L
.9
E X
E L
.3
E X
E L
.6
E X
E L
.6
E X
E L
.1
E X
E L
.4
E X
E L
.4
E X
E L
.5
E X
E L
.8
E X
E L
.3
E X
E L
.5
E X
E L
.1
E X
E L
.5
E X
E L
.8
E X
E L
.8
E X
E L
.1
E X
E L
.2
E X
E L
.5
E X
E L
.2
E X
E L
.1
E X
E L
.8
E X
E L
.1
E X
E L
.8
E X
E L
.0
E X
E L
.5
E X
E L
.3
E X
E L
.7
E X
E L
.6
E X
E L
.0
P R
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G-202
SHEET 4 OF 36
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N B
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D A
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B
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-2
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X X
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SHEET ID
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20+0019+0018+0017+0011+00 13+00 16+0015+0014+0012+00 21+00 23+00 26+0025+0024+0022+00
46+0045+0044+0043+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
10+009+008+007+001+000+00 3+00 6+005+004+00-1+00 2+00
-40
37+00 39+00 42+0041+0040+0038+00 47+00 49+00 52+0051+0050+0048+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
36+0035+0034+0033+0027+0026+00 29+00 32+0031+0030+0025+00 28+00
-40
72+0071+0070+0069+0063+00 65+00 68+0067+0066+0064+00 73+00 75+00 78+0077+0076+0074+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
62+0061+0060+0059+0053+0052+00 55+00 58+0057+0056+0051+00 54+00
-40
95+0089+00 91+00 94+0093+0092+0090+00
-70
-50
-80
-60
-70
-40
-50
-60
-80
88+0087+0086+0085+0079+0078+00 81+00 84+0083+0082+0077+00 80+00
-40
20'0 10'
SCALE:1"V=10'
200'0 100'
SCALE:1"H=100'
-75 -75
-75 -75
-75 -75
-75 -75
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
DREDGE DEPTH LINE: -75FT NAVD88
DREDGE DEPTH LINE: -75FT NAVD88
DREDGE DEPTH LINE: -75FT NAVD88
DREDGE DEPTH LINE: -75FT NAVD88
STA 20+30
GR3
STA 14+20
GR2
STA 28+40
GR4
STA 35+50
GR5
STA 43+30
GR6
STA 59+90.40
GR8
STA 66+00
GR9
STA 73+10.40
GR10
STA 80+20.45
GR11
STA 87+30.45
GR12
STA 7+10
GR1
STA 51+10
GR7
STA 51+10
GR7
E X
E L
.9
E X
E L
.0
E X
E L
.0
E X
E L
.2
E X
E L
.2
E X
E L
.2
E X
E L
.3
E X
E L
.3
E X
E L
.4
E X
E L
.4
E X
E L
.5
E X
E L
.6
E X
E L
.7
E X
E L
.9
E X
E L
.3
E X
E L
.7
E X
E L
.1
E X
E L
.6
E X
E L
.1
E X
E L
.4
E X
E L
.7
E X
E L
.8
E X
E L
.4
E X
E L
.5
E X
E L
.9
E X
E L
.3
E X
E L
.9
E X
E L
.3
E X
E L
.9
E X
E L
.3
E X
E L
.7
E X
E L
.7
E X
E L
.2
E X
E L
.3
E X
E L
.1
E X
E L
.2
E X
E L
.7
E X
E L
.7
E X
E L
.5
E X
E L
.0
E X
E L
.1
E X
E L
.9
E X
E L
.5
E X
E L
.0
E X
E L
.8
E X
E L
.5
E X
E L
.1
E X
E L
.4
E X
E L
.4
E X
E L
.8
E X
E L
.3
E X
E L
.0
E X
E L
.4
E X
E L
.9
E X
E L
.5
E X
E L
.0
E X
E L
.3
E X
E L
.8
E X
E L
.2
E X
E L
.4
E X
E L
.5
E X
E L
.8
E X
E L
.8
E X
E L
.8
E X
E L
.5
E X
E L
.6
E X
E L
.1
E X
E L
.9
E X
E L
.7
E X
E L
.4
E X
E L
.6
E X
E L
.4
E X
E L
.3
E X
E L
.1
E X
E L
.0
E X
E L
.9
E X
E L
.8
E X
E L
.7
E X
E L
.7
E X
E L
.7
E X
E L
.6
E X
E L
.6
E X
E L
.6
E X
E L
.6
E X
E L
.7
E X
E L
.7
E X
E L
.6
E X
E L
.5
E X
E L
.4
E X
E L
.4
E X
E L
.6
E X
E L
.8
E X
E L
.0
E X
E L
.2
E X
E L
.2
SHEET C-101
SHEET C-102
O P
T
IO
N
P R
O J E
C T
A L
IG
N
M E
N T
A N
D C
O N
T R
L
G-102
SHEET 5 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F
E D
E R
A L
P L
A Z
A
N E
W Y
O R
K
N E
W Y
O R
K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K
N E
W Y
O R
K
F
E D
E R
A L
P L
A Z
A
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
N A
S
N A
S
100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
EL. +16.33' NAVD88
PL 140 POL 256
EL. +16.33' NAVD88
CP7PRES S
230+00
+00
+00
260+00 270+00
280+00 290+00300+00
310+00 320+00
+00
340+00350+00 360+00
370+00
LONG BRANCH MONMOUTH BEACH
1000'0 500'
SCALE:1"=500''
ELEVATION: 6.92'(NAVD 1988)
(PID:KV0709)
BENCHMARK: SIMPSON 2
NSRS BENCHMARK
ELEVATION 10.80'(NAVD 1988)
(PID:DP7894)
BENCHMARK 13 W 9
LOCAL CONTROL DATA
EASTING NORTHING STATION POINT
CONTROL POINT TABLE
CP7PRES S
PL 140 POL 256
540888.071
540163.513
637873.335
637703.484
637550.99534646.22375+90.61
637673.65535539.4366+89.04
637720.12536759.6354+67.96
638059.07538789.88334+09.58
637915.82539650.54325+37.07
638115.71541473.99307+02.7
638086.52541901302+74.69
638168.06542715.45294+56.18
638434.34543918.55282+23.96
638587.77544525.21275+98.2
638684.06544915.71271+96.01
638906.17546691.61254+06.27
638908.15546951.64251+46.23
638743.21548116.32239+69.93
638805.69549093.57229+90.69
PROJECT REFERENCE LINE - OPTION #1
STA
BEGIN WORK
STA
END WORK
STA
TAPER (NORTH)
STA
TAPER (SOUTH)
238+00 240+00 276+00 281+00
OPTION #1
CONTRACT LIMITS - OPTION #1
WITH ER 1110-2-8160 AND EM 1110-2-6056.
THIS MAP IS CEPD (COMPREHENSIVE EVALUATION OF PROJECT DATUMS) COMPLIANT IN ACCORDANCE 10.
EM 1110-1-1000 ACCURACY STANDARDS.
AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON OCTOBER 2021 AND MEETS9.
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET.8.
US SURVEY FEET (NJ83/2011F).
COORDINATES REFER TO US STATE PLAN COORDINATES SYSTEM NAD1983, NEW JERSEY MERCATOR - ZONE 2900, 7.
*MEAN LOWER LOW WATER IS 2.5 - 2.7 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN LOW WATER IS 2.3 - 2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
SOUNDINGS ON THIS MAP REFER TO THE PLANE OF NAVD88 [EPOCH 1983-2001].6.
SORTED TO A 35' INTERVAL.
REFER TO THE PLANE OF NAVD88. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' X 3' MEDIAN CELL, THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS. SOUNDINGS DEPICTED ON THS MAP 5.
WERE GENERATED USING THE MAP DATA SET.
THE TOPOGRAPHIC DATA ON THIS SURVEY MAP MEETS 1110-1-1005 ACCURACY STANDARDS. CONTOURS ON THIS MAP 4.
SURVEY MEETS EM 1119-2-103 ACCURACY STANDARDS.3.
NYDOT, POSPAC."
THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM STATION "SIMPSON2, 13 W 9, CASINO, T80, 2.
WAS TAKEN IN APRIL 2022. THE SURVEY WAS PERFORMED BY OPERATIONS DIVISION, SURVEY SECTION, CENAN-OPS-S.
INDICATED AND CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME. THE SURVEY
THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEY MADE ON THE DATES 1.
SURVEY NOTES:
KEY MAP
NOT TO SCALE
SEA BRIGHT
BEACH
MONMOUTH
LONG BRANCH
DEAL
SPRING LAKE
MANASQUAN
SEA GIRT
NAECO CITNALTA
PLACEMENT AND MAINTAIN DRAINGE THROUGHOUT THE CONTRACT DURATION.
THE CONTRACTOR SHALL MARK ALL OUTFALLS AND INTAKES PRIOR TO THE START OF BEACH FILL 12.
CONTRACTING OFFICER BEFORE USE.
CONCRETE ACCESS RAMPS SHALL BE PRESERVED. VERIFY ACCESS METHODS AND ROUTES WITH THE 11.
IF ACCESS NEEDS TO BE CHANGED.
AND INFORM AND COORDINATE WITH THE CONTRACTING OFFICER IF ANY ISSUES NEED TO BE RESOLVED OR
PRIOR TO START OF WORK, THE CONTRACTOR SHALL VERIFY SITE ACCESS AS SHOWN ON THE PLANS 10.
OF VEHICULAR MOVEMENTS SHALL BE PERMITTED WITHIN THESE AREAS.
ENVIRONMENTAL SENSITIVE BUFFER AREAS ARE SHOWN ON THE PLANS. NEITHER PIPES NOR ANY KIND 9.
ABOVE THE REQUIRED +9.3FT NAVD88.
CONTRACTING OFFICER. THE ALLOWABLE TOLERANCE IS ONE FOOT (+10.3FT NAVD88)
TO THE POINT OF INTERSECTION WITH THE EXISTING GROUND EXCEPT AT LOCATIONS AS DIRECTED BY THE
THE CONTRACTOR SHALL EXTEND THE +9.3FT NAVD88 BERM CREST HORIZONTALLY LANDWARD WHERE POSSIBLE 8.
DEBRIS AND WASTE SHALL BE PROPERLY SECURED AND DISPOSED OF ON A DAILY BASIS.
THE BEACH BY DREDGING OPERATIONS AND FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION.
THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ONTO 7.
DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.6.
THE BEACH FILL LIMITS PRIOR TO SAND PLACEMENT (NO DEBRIS SHALL BE BURIED).
THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN 5.
BY CONTRACTORS.
EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION 4.
CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
DAMAGE AND RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY 3.
GROUND SURFACE HIGHER THAN PROPOSED SHALL NOT BE DISTURBED.2.
OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES 1.
GENERAL NOTES:
G-101
G-102G-103
G-104
226+0
227+0
228+0
229+0
230+00 231+00
232+00 233+00
234+00 235+00
236+00 237+00
238+00 239+00
+00
+00
+00
+00
+00
+00
+00
+00
+00
+00
+00
+00
252+0
253+0
254+0
255+00256+00257+00258+00259+00260+00261+00262+00263+00264+00265+00266+00267+00268+00269+00270+00271+00272+00 273+00
274+00 275+00
276+00 277+00
278+00 279+00
280+00 281+00
282+00 283+00
284+00 285+00
286+00 287+00
288+00 289+00
290+00 291+00
292+00 293+00
294+00295+00296+00297+00298+00299+00300+00301+00302+00
303+
304+
305+
306+
307+
308+00309+00310+00311+00312+00313+00314+00315+00316+00317+00318+00319+00320+00321+00322+00323+00324+00325+00
+00
+00
+00
+00
+00
+00
+00
+00
+00335+00336+00337+00338+00339+00340+00341+00342+00343+00344+00345+00346+00347+00348+00349+00350+00351+00352+00353+00354+00
355+00
356+00
357+00
358+00
359+00
360+00
361+00
362+00
363+00
364+00
365+00
366+00 367+00368+00369+00370+00371+00372+00373+00374+00375+00376+00377+00
N
N
N
E 639
N
E 636
SHEET C-103
SHEET C-104
SHEET C-105
B A
S E
B
ID
O
P T
IO
N
P R
O J E
C T
A L
IG
N
M E
N T
A N
D C
O N
T R
G-103
SHEET 6 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F
E D
E R
A L
P L
A Z
A
N E
W Y
O R
K
N E
W Y
O R
K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K
N E
W Y
O R
K
F
E D
E R
A L
P L
A Z
A
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
N A
S
N A
S
100%
SHEET ID
SHEET XX OF 47
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
EL. +12.79' NAVD88
CASINO
EL. +29.09' NAVD88
PL 160 AZ
420+00430+00440+00 450+
00460+00470+00480+00490+00
500+00
510+00
520+00
530+00
540+00
550+00 560+00
DEAL
LONG BRANCH
1000'0 500'
SCALE:1"=500''
EASTING NORTHING STATION POINT
PL 160AZ
CASINO
529069.337
517699.118
636540.828
634022.498
634349.66517735.38548+66.9
634900.97518996.23534+90.8
635004.76520497.89519+85.56
635644.08522835.46495+62.14
635783.3523499.13488+84.02
636156.1525549.23468+00.3
636423.62526908.59454+14.86
636460.53527315.08450+06.7
636456.8527543.47447+78.28
636686.61529056.89432+47.51
636711.06529296.82430+06.34
636881.49530605.37416+86.74
OPTION #2
BASE BID
PROJECT REFERENCE LINE - BASE BID CONTRACT & OPTION #2
STA
BEGIN WORK
STA
END WORK
STA
TAPER (NORTH)
STA
TAPER (SOUTH)
462+00 464+00 504+00 510+00
STA
BEGIN WORK
STA
END WORK
STA
TAPER (NORTH)
STA
TAPER (SOUTH)
445+00 464+00 450+00 ---
CONTRACT LIMITS - BASE BID CONTRACT
CONTRACT LIMITS - OPTION #2
WITH ER 1110-2-8160 AND EM 1110-2-6056.
THIS MAP IS CEPD (COMPREHENSIVE EVALUATION OF PROJECT DATUMS) COMPLIANT IN ACCORDANCE 10.
EM 1110-1-1000 ACCURACY STANDARDS.
AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON OCTOBER 2021 AND MEETS9.
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET.8.
US SURVEY FEET (NJ83/2011F).
COORDINATES REFER TO US STATE PLAN COORDINATES SYSTEM NAD1983, NEW JERSEY MERCATOR - ZONE 2900, 7.
*MEAN LOWER LOW WATER IS 2.5 - 2.7 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN LOW WATER IS 2.3 - 2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
SOUNDINGS ON THIS MAP REFER TO THE PLANE OF NAVD88 [EPOCH 1983-2001].6.
SORTED TO A 35' INTERVAL.
REFER TO THE PLANE OF NAVD88. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' X 3' MEDIAN CELL, THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS. SOUNDINGS DEPICTED ON THS MAP 5.
WERE GENERATED USING THE MAP DATA SET.
THE TOPOGRAPHIC DATA ON THIS SURVEY MAP MEETS 1110-1-1005 ACCURACY STANDARDS. CONTOURS ON THIS MAP 4.
SURVEY MEETS EM 1119-2-103 ACCURACY STANDARDS.3.
NYDOT, POSPAC."
THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM STATION "SIMPSON2, 13 W 9, CASINO, T80, 2.
WAS TAKEN IN APRIL 2022. THE SURVEY WAS PERFORMED BY OPERATIONS DIVISION, SURVEY SECTION, CENAN-OPS-S.
INDICATED AND CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME. THE SURVEY
THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEY MADE ON THE DATES 1.
SURVEY NOTES:
EL:+8.198' NAVD88
E: 635 808.703
N: 523 623.639
INVERT
EL: +12.354' NAVD88
E: 635 808.078
N: 523 623.552
TOP OF PIPE
FOR INFORMATION ONLY
OCEAN BEACH CLUB CULVERT
PLACEMENT AND MAINTAIN DRAINGE THROUGHOUT THE CONTRACT DURATION.
THE CONTRACTOR SHALL MARK ALL OUTFALLS AND INTAKES PRIOR TO THE START OF BEACH FILL 12.
CONTRACTING OFFICER BEFORE USE.
CONCRETE ACCESS RAMPS SHALL BE PRESERVED. VERIFY ACCESS METHODS AND ROUTES WITH THE 11.
IF ACCESS NEEDS TO BE CHANGED.
AND INFORM AND COORDINATE WITH THE CONTRACTING OFFICER IF ANY ISSUES NEED TO BE RESOLVED OR
PRIOR TO START OF WORK, THE CONTRACTOR SHALL VERIFY SITE ACCESS AS SHOWN ON THE PLANS 10.
OF VEHICULAR MOVEMENTS SHALL BE PERMITTED WITHIN THESE AREAS.
ENVIRONMENTAL SENSITIVE BUFFER AREAS ARE SHOWN ON THE PLANS. NEITHER PIPES NOR ANY KIND 9.
ABOVE THE REQUIRED +9.3FT NAVD88.
CONTRACTING OFFICER. THE ALLOWABLE TOLERANCE IS ONE FOOT (+10.3FT NAVD88)
TO THE POINT OF INTERSECTION WITH THE EXISTING GROUND EXCEPT AT LOCATIONS AS DIRECTED BY THE
THE CONTRACTOR SHALL EXTEND THE +9.3FT NAVD88 BERM CREST HORIZONTALLY LANDWARD WHERE POSSIBLE 8.
DEBRIS AND WASTE SHALL BE PROPERLY SECURED AND DISPOSED OF ON A DAILY BASIS.
THE BEACH BY DREDGING OPERATIONS AND FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION.
THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ONTO 7.
DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.6.
THE BEACH FILL LIMITS PRIOR TO SAND PLACEMENT (NO DEBRIS SHALL BE BURIED).
THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN 5.
BY CONTRACTORS.
EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION 4.
CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
DAMAGE AND RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY 3.
GROUND SURFACE HIGHER THAN PROPOSED SHALL NOT BE DISTURBED.2.
OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES 1.
GENERAL NOTES:
KEY MAP
G-104
G-103 G-102
G-101
NOT TO SCALE
SEA BRIGHT
BEACH
MONMOUTH
LONG BRANCH
DEAL
SPRING LAKE
MANASQUAN
SEA GIRT
NAECO CITNALTA
ELEVATION: 6.92'(NAVD 1988)
(PID:KV0709)
BENCHMARK: SIMPSON 2
NSRS BENCHMARK
ELEVATION 10.80'(NAVD 1988)
(PID:DP7894)
BENCHMARK 13 W 9
LOCAL CONTROL DATA
414+00415+00416+00417+00418+00419+00420+00421+00422+00423+00424+00425+00426+00427+00428+00429+00430+00431+00432+00433+00434+00435+00436+00437+00438+00439+00440+00441+00442+00443+00444+00445+00446+00447+00 448+
449+
450+
451+00 452+00
453+00 454+00455+00456+00
458+00459+00460+00461+00462+00463+00464+00465+00466+00467+00468+00469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00485+00486+00487+00488+00489+00490+00491+00492+00493+00494+00495+00 496+00
497+00 498+00
499+00 500+00
501+00 502+00
503+00 504+00
505+00 506+00
507+00 508+00
509+00 510+00
511+00 512+00
513+00 514+00
515+00 516+00
517+00 518+00
519+00520+00 521+00
522+00 523+00
524+00 525+00
526+00 527+00
528+00 529+00
530+00 531+00
532+00 533+00
534+00535+00
536+00
537+00
538+00
539+00
540+00
541+00
542+00
543+00
544+00
545+00
546+00
547+00
548+00
549+00550+00551+00552+00553+00554+00555+00556+00557+00558+00559+00560+00561+00562+00563+00
N
E 639
E 634
N
N
N
SHEET C-106SHEET C-107SHEET C-108
G-104
O P
T
IO
N
P R
O J E
C T
A L
IG
N
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N T
A N
D C
O N
T R
SHEET 7 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F
E D
E R
A L
P L
A Z
A
N E
W Y
O R
K
N E
W Y
O R
K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K
N E
W Y
O R
K
F
E D
E R
A L
P L
A Z
A
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
N A
S
N A
S
100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
EL. +4.37' NAVD88
SQN SK8
+5.40' NAVD88
T80
EL. +5.24' NAVD88
RTK
960+00
970+00 980+00
990+00 1000+00
1010+00
1020+00 1030+001040+001050+001060+001070+001080+001090+001100+00
MANASQUAN
SEA GIRT
SPRING LAKE
1000'0 500'
SCALE:1"=500''
ELEVATION: 6.92'(NAVD 1988)
(PID:KV0709)
BENCHMARK: SIMPSON 2
NSRS BENCHMARK
ELEVATION 10.80'(NAVD 1988)
(PID:DP7894)
BENCHMARK 13 W 9
LOCAL CONTROL DATA
PROJECT REFERENCE LINE - OPTION #3
EASTING NORTHING STATION POINT
RTK
T80
SQN SK8
468832.493
469348.502
468752.609
622202.811
622095.788
622124.299
622821.46467196.331067+75.22
623556.32471539.651023+70.17
623971.61473085.91007+69.12
624335.3474907.33989+11.74
624573.25475989.43978+03.79
625015.98477852.15958+89.17
OPTION #3
STA
BEGIN WORK
STA
END WORK
STA
TAPER (NORTH)
STA
TAPER (SOUTH)
1003+50 1008+00 1057+00 1062+50
CONTRACT LIMITS - OPTION #3
WITH ER 1110-2-8160 AND EM 1110-2-6056.
THIS MAP IS CEPD (COMPREHENSIVE EVALUATION OF PROJECT DATUMS) COMPLIANT IN ACCORDANCE 10.
EM 1110-1-1000 ACCURACY STANDARDS.
AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON OCTOBER 2021 AND MEETS9.
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET.8.
US SURVEY FEET (NJ83/2011F).
COORDINATES REFER TO US STATE PLAN COORDINATES SYSTEM NAD1983, NEW JERSEY MERCATOR - ZONE 2900, 7.
*MEAN LOWER LOW WATER IS 2.5 - 2.7 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN LOW WATER IS 2.3 - 2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
*MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.0.1).
SOUNDINGS ON THIS MAP REFER TO THE PLANE OF NAVD88 [EPOCH 1983-2001].6.
SORTED TO A 35' INTERVAL.
REFER TO THE PLANE OF NAVD88. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' X 3' MEDIAN CELL, THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS. SOUNDINGS DEPICTED ON THS MAP 5.
WERE GENERATED USING THE MAP DATA SET.
THE TOPOGRAPHIC DATA ON THIS SURVEY MAP MEETS 1110-1-1005 ACCURACY STANDARDS. CONTOURS ON THIS MAP 4.
SURVEY MEETS EM 1119-2-103 ACCURACY STANDARDS.3.
NYDOT, POSPAC."
THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM STATION "SIMPSON2, 13 W 9, CASINO, T80, 2.
WAS TAKEN IN APRIL 2022. THE SURVEY WAS PERFORMED BY OPERATIONS DIVISION, SURVEY SECTION, CENAN-OPS-S.
INDICATED AND CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME. THE SURVEY
THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE RESULTS OF SURVEY MADE ON THE DATES 1.
SURVEY NOTES:
HYDRAULIC BEACH FILL SEA GIRT/MANASQUAN.
STAGING AND ACCESS TO BE COORDINATED WITH NJDEP AND NJ-DMAVA PRIOR TO EXERCISING OPTION #3 - 13.
PLACEMENT AND MAINTAIN DRAINGE THROUGHOUT THE CONTRACT DURATION.
THE CONTRACTOR SHALL MARK ALL OUTFALLS AND INTAKES PRIOR TO THE START OF BEACH FILL 12.
CONTRACTING OFFICER BEFORE USE.
CONCRETE ACCESS RAMPS SHALL BE PRESERVED. VERIFY ACCESS METHODS AND ROUTES WITH THE 11.
IF ACCESS NEEDS TO BE CHANGED.
AND INFORM AND COORDINATE WITH THE CONTRACTING OFFICER IF ANY ISSUES NEED TO BE RESOLVED OR
PRIOR TO START OF WORK, THE CONTRACTOR SHALL VERIFY SITE ACCESS AS SHOWN ON THE PLANS 10.
OF VEHICULAR MOVEMENT SHALL BE PERMITTED WITHIN THESE AREAS.
ENVIRONMENTAL SENSITIVE BUFFER AREAS ARE SHOWN ON THE PLANS. NEITHER PIPES NOR ANY KIND 9.
ABOVE THE REQUIRED +9.3FT NAVD88.
CONTRACTING OFFICER. THE ALLOWABLE TOLERANCE IS ONE FOOT (+10.3FT NAVD88)
TO THE POINT OF INTERSECTION WITH THE EXISTING GROUND EXCEPT AT LOCATIONS AS DIRECTED BY THE
THE CONTRACTOR SHALL EXTEND THE +9.3FT NAVD88 BERM CREST HORIZONTALLY LANDWARD WHERE POSSIBLE 8.
DEBRIS AND WASTE SHALL BE PROPERLY SECURED AND DISPOSED OF ON A DAILY BASIS.
THE BEACH BY DREDGING OPERATIONS AND FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION.
THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ONTO 7.
DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.6.
THE BEACH FILL LIMITS PRIOR TO SAND PLACEMENT (NO DEBRIS SHALL BE BURIED).
THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN 5.
BY CONTRACTORS.
EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION 4.
CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
DAMAGE AND RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY 3.
GROUND SURFACE HIGHER THAN PROPOSED SHALL NOT BE DISTURBED.2.
OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES 1.
GENERAL NOTES:
KEY MAP
NOT TO SCALE
SEA BRIGHT
BEACH
MONMOUTH
LONG BRANCH
DEAL
SPRING LAKE
MANASQUAN
SEA GIRT
NAECO CITNALTA
G-101
G-102G-103
G-104
954+00 955+00
956+00 957+00
958+00 959+00
960+00 961+00
962+00 963+00
964+00 965+00
966+00 967+00
968+00 969+00
970+00 971+00
972+00 973+00
974+00 975+00
976+00 977+00
978+00 979+00
980+00 981+00
982+00 983+00
984+00 985+00
986+00 987+00
988+00 989+00990+00991+00992+00993+00994+00995+00996+00997+00998+00999+001000+001001+001002+001003+001004+001005+001006+001007+00
1008+00 1009+00
1010+00 1011+00
1012+00 1013+00
1014+00 1015+00
1016+00 1017+00
1018+00 1019+00
1020+00 1021+00
1022+00 1023+00
1024+001025+001026+001027+001028+001029+001030+001031+001032+001033+001034+001035+001036+001037+001038+001039+001040+001041+001042+001043+001044+001045+001046+001047+001048+001049+001050+001051+001052+001053+001054+001055+001056+001057+001058+001059+001060+001061+001062+001063+001064+001065+001066+001067+001068+001069+001070+001071+001072+001073+001074+001075+001076+001077+001078+001079+001080+001081+001082+001083+001084+001085+001086+001087+001088+001089+001090+001091+001092+001093+001094+001095+001096+001097+001098+001099+001100+001101+001102+001103+00
N
E 627
E 622
N
N
N
E 63
E 64
N
N
E 63
N
-2
-28
-28 -26
-2
-2
-2
-2
-26 -26
-26
-26-2
-24
-24
-2
-2
-24
-24
-24
-2
-24
-24
-24
-2
-24
-2
-24
-2
-2
-24
-24
-2
-2
-22
-22
-2
-2
-2
-2
-22
-22
-2
-22
-2
-2
-2
-2
-2
-22
-22
-2
-20
-20
-20
-2
-2
-20
-2
-20
-2
S L
O P
E
:1
V
-1
-18 -18
-1
-18
-1
-18
-18
-18
-18
-18
-16
-16
-16
-1
-1
-16
-16
-16
-16
-14 -14
-14
-1
-14
-14
-14
-14
-12
-12
-12
-12
-1
-12
-12-12
-10 -10
-10
-10
-10
-10
-10
-10
-10
-8
-8
-8
-8
-8 -8
-8
-8
-8
-8
-8
-8 -8
S L
O P
E
:2
V
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-4
-4 -4 -4
-4
-4
-4
-4 -4
-4
-4 -4
-4
-4
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2 -2
-2 -2
C-101
S T
A
T
O
O
P T
O N
H Y
D R
A U
L
IC
B E
A C
H F
IL
L
P L
A N
SHEET 8 OF 36
MLW
MLLW
MHW
TOE OF SLOPE
CONTRACTOR'S WORK LIMITS
PROJECT REFERENCE LINE
CONTRACTOR'S WORK LIMITS
230+0
231+0
232+0
233+0
234+0
235+0
236+0
237+0
238+0
239+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
252+
253+
254+
255+00 256+00
257+00 258+00
259+00 260+00
MONMOUTH BEACH
OPTION #1: STA 232+00 TO STA 259+00
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
C -1
200'0 100'
SCALE:1"=100''
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
X-###
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
2 2 2
EX EL. +3.9FT NAVD88
4 4 4
6 6 6 6 6
6 6
6 6
8 8 8 8
8 8 8
P A
R K R
O A
D
EX EL. +9.3FT NAVD88
APP
R
O X.
S
TA
+0
TA
PER
B
ER
M T
C E
N T
R A
L R
O A
D
SEAVIEW AVENUE
OCEAN AVE NORTH
C O
T T
A G
E R
O A
D
W A
Y S
A
IL
O R
S
SEAVIEW AVENUE
B E
A C
H R
O A
D
E 63
N
N
N
E 63
E 63
-2
-26 -26 -24
-24-24 -24
-24
-24
-24 -22
-22
-22
-22
-22 -22 -22
-2
-2
-22
-20
-20
-20
-20
-20 -20 -20
-2
-2
-18
-18
-18
-18
-18 -18 -18 -18 -1
-18
TOE OF SLOPE
-16
-16
-16
-16
-16 -16 -16
-1
-14
-14
-14
-14
-14
-14 -14 -14
-14
-12
-12-12 -12
-12
-12
-12
-12
-10
-10
-10
-10
-10
-10 -10
-10
-8
-8-8-8 -8
-8
-8
-8
-8
-8
-8
-8
-8
-6
-6
-6
-6 -6
-6
-6
-6-6
-6
-6
-6
-6 -6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6 -6 -6
-6
CONTRACTOR'S WORK LIMITS
PROJECT REFERENCE LINE
-4 -4
-4 -4
-4
-4 -4
-4 -4
-4 -4
-4 -4
-2-2-2-2-2-2 -2
-2
-2-2 -2
-2-2
C-102
S T
A
T
O S
T A
O P
T
IO
N
H
Y D
R A
U L
IC
B
E A
C H
F
IL
L P
L A
N
SHEET 9 OF 36
MLW
MLLW
MHW
00000000000000
000000
258+00 259+00
260+00 261+00
262+00 263+00
264+00 265+00
266+00 267+00
268+00 269+00
270+00 271+00272+00273+00274+00275+00276+00277+00278+00279+00280+00281+00282+00283+00284+00285+00286+00287+00288+00
MONMOUTH BEACH
OPTION #1: STA 259+00 TO STA 286+00
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
C -1
200'0 100'
SCALE:1"=100''
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2
TAPER BERM TO APPROX. STA 281+00
EX EL. +3.9FT NAVD88
4 4 4 4 4 4
4 4 4
4 4 4 4 4 4 4 4 4 4 4 4 4 4
6 6 6
6 6
6 6 6 6 6 6 6 6 6 6 6 6 6 6
8 8
8 8
8 8 8 8 8 8
8 8 8 8 8
8 8 8
EX EL. +9.3FT NAVD88
101010
1212121212
B E
A C
H R
O A
D
OCEAN AVE NORTH
SEAVIEW AVENUE
14 14 14 14 14 14 14
S U
R F R
O A
D
S T R
E E T
R O
B B
IN
S
RI
VER
AVENUE
ANDERSON STREET
JO
H
N S
O N S
T R E E T
V A L E
N T
IN
E C
O U
R T
A N
D E R S
O N S
T R E E T
MEREDITH COURT
V
IS
T A C
O U
R T
16 16 16 16 16 16 16 16
R
IV
ER
D
ALE
A
VEN
U E
J E S S
IC
A P
L A
C E
181818
LAKE TAKANASSEE
-32
-32
-30
-32
-30
-32
-28
-30
-32
-28
-26
-30
-32
-32
-26
-28
-30
-24
-32
-26
-28
-30
-24
E 63
-26
-22
-28
-30
-30
E 63
-24
-26
-2
-28
-30
-30
-24
N
-26
-20
-22
-28
-24
-28
-26
-28
-20
-22
-28
-24
-18
-26
-20
-22
-24
N
-18
-26
-20
-22
-2
-18
-16
-20
-24
-22
-16
-18
-2
-20
-14
-16
-18
N
-22
-12
-20
-14
-16
-18
-12
-2
-14
-16
-18
-12
-10
-14
-16
-18
-12
-10
-8
S L
O P
E
-14
:1
V
-16
-8
-12
-10
-14
-8
-16
-12
-8
-10
-6
-14
-6
-8
-6
-12
-10
-6
-14
-8
-4
-6
-12
-6
-4
-8
-10
TOE OF SLOPE
-6
-6
-6
-4
-8
-6
-12 -10
-4
-2
-8
-6
-4
-2
-8
-10
-6
-6
-4
-8
S L
O P
E
438+00
:2
V
-2
-8
-6
439+00
-4
-8
MLLW
440+00
MLW
-2
-8
441+00
-6
-4
442+00
-2
443+00
-8
-6
-4
444+00
445+00
-2
-6
446+00
-4
447+00
-6
-2
S
LO
P E
+00
A P P
R O
X S T A
-4
PROJECT REFERENCE LINE
+00
-6
+00
-2
-4
451+0
1:
V
452+0
-2T A P E
R B
E R
M T
-4
453+0
MHW454+0
E: 681 247.76 N: 464 592.53
ENVIRONMENTAL SENSITIVE BUFFER AREA
EX EL +3.9FT NAVD88
455+00
E: 681 198.06 N: 464 516.77
ENVIRONMENTAL SENSITIVE BUFFER AREA
100'
-2
-4
456+00
S
LO
P E
-2
458+00
459+00
TA
PER
BERM
T
O A
PP
RO
X.
S
TA
+0
-2
460+00
1:
V
461+00
462+00 6
463+00
JUNCTION BOX #19
464+00
465+00
466+00
S T
A
T
O S
T A
O P
T
IO
N
B A
S E
B
ID
H Y
D R
A U
L
IC
B E
A C
H F
IL
L
P L
A N
C-103
SHEET 10 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
X-###
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
LONG BRANCH
OPTION #2 & BASE BID: STA 439+00 TO STA 467+00
467+00
M A
T C
H L
IN
E
C -1
EX EL +9.3FT NAVD88
200'
100'
SCALE:1"=100''
CONTRACTOR'S WORK LIMITS
CONTRACTOR'S WORK LIMITS
M A
T C
H L
IN
E
C -1
R
IV
IE
R A D
R
IV
E
W A T E
R V
IE
W
S E
A
W A T
C H
OCEAN AVENUE NORTH
S L
A K
E D
R
IV
E
N L
A K
E D
R
IV
-30
-30
-30
-30
-28
-28
-3
-2
-30
-2
-26
-2
-3
-26
-24
-28 -26
-24
-2
-26
-22
-2
-28
-26
-2
-22
-24
-26
-22
-26
-28
-20
-24
-22
-26
N
-28
-20
-24
-18
-22
-26
-20
-24
-16
-18
-22
-20
-24
-16
-18
N
-22
-20
-24
-14
-16
-18
M A
T C
H L
IN
E
C -1
-22
-20
-14
-16
-18
-12
-20
E 63
-14
E 63
-16
-18
-12
-20
-10
-14
-16
S L
O P
E
:1
V
-18
-12
TOE OF SLOPE
WORK AREA
ACCESS TO BASE BID/OPTION#2
-10
-14
-16
-18
-12
-8-10
-14
-16
-8
-12
-10
-8
-14
-16
-6
-12
-8
-10
-6
-14
-6
-8
-6 -6
-12
-10
-6
-4
-8
-6
-6
-4
-6
-8
-12
-10
-6
-4
-2
-6
S L
O P
E
-6
:2
V
-8
-4
-2
-6
-10
-8
-4
-6
-2
-4
-8
466+00
-10
-6
-6
LONG BRANCH
BASE BID: STA 467+00 TO STA 495+00
467+00
-2
-6
-4
M A
T C
H L
IN
E
C -1
468+00
-6
-8
469+00
-4
-2
-6
470+00
-8
471+00
-4
-6
472+00
-2
-6
-6
473+00
-4
-6
474+00
-6
-2
-4
475+00
476+00
-6
-4
-2
477+00
478+00
CONTRACTOR'S WORK LIMITS
-4
-2
479+00
480+00
-2
-4
481+00
CONTRACTOR'S WORK LIMITS
482+00
-4
483+00
-2
MLW
484+00
485+00
-2
MHW
MLLW
PROJECT REFERENCE LINE
486+00
487+00
-2
488+00
489+00 4
490+00
491+00
EX EL. +3.9FT NAVD88
492+00
493+00
494+00
495+00
2 4
EX EL. +9.3FT NAVD88
S T
A
T
O S
T A
B A
S E
B
ID
H Y
D R
A U
L
IC
B E
A C
H F
IL
L
P L
A N
C-104
SHEET 11 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
C -1
200'
100'
SCALE:1"=100''
N L
A K
E D
R
IV
E
P L
A Z
A C
O U
R T
A D
A M
S S
T R
E E
T
OCEAN AVENUE NORTH
P U
L M
A N A
V E
N U
E
P U
L M
A N A
V E
N U
E
S Y
C A
M O
R E A
V E
N U
E
P A
R K A
V E
N U
-28 -28
-26
-28
-26
-28
-24
-26
-28
-24
-22
-26
-28
-24
-22
-26
-20
N
-24
-22
-26
-20
-24
E 63
-18
-22
-26
-20
-24
-18
-22
N
-20
-24
-16
1:
V
S L
O P
E
-18
-22
-20
-24
-16
-18
-22
-20
-14
-16
-18
-22
-20
N
TOE OF SLOPE
-14
-16
-18
-20
-12
-14
-16
-18
-12
E 63
-1
N
-10
E 63
-14
-18
-12
-1
-10
-14
-8-8
-16
-12
-10
-14
-8
-6
-16
-12
-10
-14
-8
-6
-61:
V
-6
S L
O P
E
-6
-8
-12
-6
-10
-14
-4
-8
-6
-12
-4
-6
-10
-8
-4
-6
-2
-8
-12
-4
-10
-6
-2
-4
-8
-4
-6
-2
-4
-10
-8
494+00
-2
-4
-6
495+00
-8
496+00
-4
-2
497+00
-6
-8
498+00
-2
-4
499+00
-6
-2
500+00
-4
-8
501+00
-2
-4
-6
502+00
503+00
-2
-4
504+00
-6
NO SPUDDING, ANCHORING, OR PIPE PLACEMENT
E: 676 235.17 N: 464 813.20
CENTER, BUFFER
UI ANOMALY
505+00
-4
-2
506+00
507+00
508+00
-4
-2
509+00
CONTRACTOR'S WORK LIMITS
510+00
-4
-2
511+00
512+00
513+00
-2
514+00
515+00
-2
516+00
517+00
518+00
TAPER BERM TO APPROX. STA 510+00
519+00
MHW
MLW
520+
MLLW
521+
522+
EX EL. +3.9FT NAVD88
M A
T C
H L
IN
E
C -1
523+
PROJECT REFERENCE LINE
CONTRACTOR'S WORK LIMITS
DEAL LONG BRANCH
BASE BID: STA 495+00 TO STA 520+00
M A
T C
H L
IN
E
C -1
S T
A
T
O S
T A
B A
S E
B
ID
H Y
D R
A U
L
IC
B E
A C
H F
IL
L
P L
A N
C-105
SHEET 12 OF 36
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
200'
100'
SCALE:1"=100''
EX EL. +9.3FT NAVD88
P A
R K A
V E
N U
E
S T
U Y
V E
S A
N T P
L A
C E
B R
E A
K W
A T
E R L
A N
E
P R
IV
A T
E D
R
IV
E
E L
B E
R O
N S
Q U
A R
E
G A
R F
IE
L D T
E R
R A
C E
G A
R F
IE
L D R
O A
D
L
IN
C O
L N A
V E
N U
E
S M
IT
H S
T R
E E
T
L A
W R
E N
C E A
V E
N U
-20
-20
-18
-18
-18
-16
-16
-16
-16
-16
-14
-14
-14
-14
-14
-14
-12
-12-12
-12
-12
-12-12
-12
-12
-10
-10
-10
-10
-10
-10
-10
-10
-8
-8 -8
-8
-8
-8
-8 -8
-8
-8
-8
-8
-8
OPTION #3: STA 1001+00 TO STA 1019+00
-6
-6
-6
-6
-6
-6 -6
-6
-6
-6
-6
-6
-6
-6
SEA GIRT
TOE OF SLOPE
-4
-4
-4
-4
-4
-4
-4 -4
-4
-4
-4
-4
-4
-4 -4
E 624
E 623
N
N
N
-2
-2
-2 -2
-2
-2
-2
-2
-2 -2
-2
-2
-2
S T
A
T O
S T
A
O P
T
IO
N
H
Y D
R A
U L
IC
B
E A
C H
F
IL
L P
L A
N
C-106
SHEET 13 OF 36
PROJECT REFERENCE LINE
MLW
MLLW
MHW
CONTRACTOR'S WORK LIMITS
CONTRACTOR'S WORK LIMITS
991+00992+00993+00994+00995+00996+00997+00998+00999+001000+001001+001002+001003+001004+001005+001006+001007+00 1008+00
1009+00 1010+00
1011+00 1012+00
1013+00 1014+00
1015+00 1016+00
1017+00 1018+00
1019+00 1020+00
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
IC
T
F E
D E
R A
L P
L A
Z A
N E
W Y
O R
K N
E W
Y O
R K
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
N E
W Y
O R
K N
E W
Y O
R K
F E
D E
R A
L P
L A
Z A
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
N A
S
N A
S
100%
SHEET ID
X-###
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
U R
IS
H
M E
N T
M O
N M
O U
T H
C O
U N
T Y
N
E W
J E
R S
E Y
M A
T C
H L
IN
E
C -1
OCEAN AVENUE NORTH
S L
O P
E
:2
V
N E
W Y
O R
K B
L V
D
2ND AVENUE
B A
L T
IM
O R
E B
L V
D
2 2
2 2
P H
IL
A D
E L P
H
IA
B
L V
D
TH
E C
R E S C E N T
B O
S T
O N
B L
V D
CRESCENT PARK
C R
E S
C E
N T
P A
R K
W A
Y
TAPER BERM TO APPROX. STA 1003+
EX EL +3.9FT NAVD88
4 4
4 4
4 4 4
4 4
W A
S H
IN
G T
O N B
L V
D
S L
O P
E
:1
V
6 6
6 6 6 6 6
88888
EX EL +9.3FT NAVD88
10 10
101010
SCALE:1"=100''
200'0 100'
12 12
12 12 12
14 14
16 1 6 16
16 16
B E
A C
O N B
L V
D
C H
IC
A G
O B
L V
D
1ST AVENUE
-22 -22
-22 -22
-22 -22 -22
-22
-20 -20
-20 -20
-20 -20 -20
-20
-18 -18
-18 -18 -18
-18 -18
-18
OPTION #3: STA 1019+00 TO STA 1048+00
-16 -16
-16 -16 -16
-16 -16
-16
SEA GIRTSEA GIRT
-14
-14 -14 -14
-14 -14 -14
-14
-12
-12
-12-12
-12 -12-12
-12
-12
-10 -10
-10 -10
-10 -10
-10
-10
-8
-8
-8 -8-8
-8
-8-8 -8
-8-8 -8
-6 -6 -6 -6 -6
-6
-6 -6 -6
-6 -6
-6
-6
TOE OF SLOPE
CONTRACTOR'S WORK LIMITS
PROJECT REFERENCE LINE
CONTRACTOR'S WORK LIMITS
-4
-4
-4
-4
-4
-4
-4
-4 -4
-4 -4
-4
-4
-4
-4
-2
-2
-2-2 -2-2-2-2
-2
-2
-2
-2
-2
-2
E 624
E 623
N
N
N
S T
A
T O
S T
A
O P
T
IO
N
H
Y D
R A
U L
IC
B
E A
C H
F
IL
L P
L A
N
C-107
SHEET 14 OF 36
MHW
MLW
MLLW
MLLW
1019+00 1020+00
1021+00 1022+00
1023+00 1024+001025+001026+001027+001028+001029+001030+001031+001032+001033+001034+001035+001036+001037+001038+001039+001040+001041+001042+001043+001044+001045+001046+001047+001048+00
S O
L
IC
IT
A
T
IO
N N
O
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
D S
-2
-B -0
X X
X X
-X X
-X -X
X X
A N
S I
D
N E
W Y
O R
K D
IS
T
R
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N A
S
N A
S
100%
SHEET ID
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A U
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S
IG
N E
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S R
S R
C O
A S
T A
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T O
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K M
A N
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T
S E
A B
R
IG
H T
T O
M A
N A
S Q
U A
N P
R O
J E
C T
F Y
-2
R E
N O
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H
M E
N T
M O
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T H
C O
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T Y
N
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J E
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M A
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C -1
M A
T C
H L
IN
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C -1
2 2
2 2
2 2 2 2 2 2 2
S L
O P
E
:2
V
EX EL. +3.9FT NAVD88
4 4
4 4
4 4 4
W A
S H
IN
G T
O N B
L V
D
2ND AVE
T R
E N
T O
N B
L V
D
S T
O C
K T
O N B
L V
D
S E
A S
ID
E
P L
A C
E
N E
P T
U N
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L
S E
A G
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T A
V E
6 6 6
6 6 6 6
6 6 6 6
6 6
EX EL. +9.3FT NAVD88
S L
O P
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:1
V
M A
T C
H L
IN
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C -1
SCALE:1"=100''
200'0 100'
12 12
14 1
14 14
6 16
16 16
OPTION #3: STA 1048+00 TO STA 1066+00
MANASQUAN
-22
-22 -22
-22
SEA GIRT
-20
-20
-20
-20 -20 -20
-18 -18
-18
-18
-18
-18 -18 -18
-16 -16
-16
-16
-16
-16 -16 -16
-14 -14
-14
-14
-14
-14 -14 -14 -14
-12-12-12
-12
-12
-12 -12
-1
-10
-10
-10 -10 -10
-10 -10 -10
-10
-8
-8-8-8 -8
-8-8
-8-8
-8 -8
-8
-6
-6
-6 -6
-6
-6 -6
-6 -6 -6 -6 -6
CONTRACTOR'S WORK LIMITS
TOE OF SLOPE
-4
-4 -4 -4
-4
-4
-4 -4
-4 -4
-4
-4
-4
-4 -4
-4
-2
-2
-2
-2-2-2
-2-2
-2
-2-2-2
-2
N
E 623
E 622 000N
N
N
MHW
MLW
MLLW
PROJECT REFERENCE LINE
CONTRACTOR'S WORK LIMITS
00000
00000
1046+001047+001048+001049+001050+001051+001052+001053+001054+001055+001056+001057+001058+001059+001060+001061+001062+001063+001064+001065+001066+001067+001068+001069+001070+001071+001072+001073+001074+001075+00
M A
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C -1
2 2 2 2 2
2 2
2 2 2 2 2
S L
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:2
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TAPER BERM TO APPROX. STA 1062+00EX EL +3.9FT NAVD88
4 4
4 4
4 4
4 4
4 4 4 4 4
6 6 6 6
6 6 6 6
6 6
6 6 6 6
C A
M P D
R
S T
O C
K T
O N A
V E
STOCKTON LAKE
STOCKTON AVE
1ST AVENUE
2ND AVE
EX EL +9.3FT NAVD88
O C
E A
N A
V E
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R
ID
D L E W
A Y
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3RD AVE
M
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S T
A
T O
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T
IO
N
H
Y D
R A
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IC
B
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C H
F
IL
L P
L A
N
C-108
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A R
M Y
C O
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F E
N G
IN
E
E R
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N A
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N A
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100%
SHEET ID
A U
G U
S T
D E
S
IG
N E
D B
Y
S R
S R
C O
A S
T A
L S
T O
R M
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K M
A N
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S E
A B
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H T
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M A
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N O
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H
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W
ATSO
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A
IN
S
T R
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SCALE:1"=100''
200'0 100'
B
LV
D
P E R R
IN
16 16
16 16
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