SHCC22 Plans 220805.pdf
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- Attached to
- Maintenance Dredging of Shoal Harbor and Compton Creek, New Jersey Federal Navigation Project
- Solicitation number
- W912DS22B0023
About this file
This solicitation seeks maintenance dredging services for Shoal Harbor and Compton Creek in New Jersey. The U.S. Army Corps of Engineers Engineering District New York is requesting proposals for dredging approximately 1,000,000 cubic yards of material from the navigation channels and adjacent areas. The solicitation number is W912DS22B0023. Interested parties should submit proposals by August 5, 2022 for consideration. Award is expected to be made by September 2022 to provide dredging services between October 2022 and May 2023.
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NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
CORPS OF ENGINEERS U. S. ARMY
A P
P R
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Number:
Sheet
C O
V E
R A
N D
I N
D E
X
US Army Corps of Engineers
New York District
W912DS-22-B-0023
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
FEDERAL NAVIGATION PROJECT
SHOAL HARBOR & COMPTON CREEK, NJ
MAINTENANCE DREDGING
INDEX SHEET
DREDGING LIMITS
DREDGING LIMITS
LOCATION MAP AND DETAIL SHEET
SHEET DESCRIPTION
F E
D E
R A
L N
A V
IG
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T
IO
N P
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C T
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W J
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B O
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C O
M P
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M A
IN
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D R
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G
IN
G
8-12
O N
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N C
H
F
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T
S C
A L
E
DREDGING LIMITS
13-16
BAYSHORE WATERFRONT PARK BEACH PLACEMENT PROFILES
MONMOUTH COUNTY N-61 CDF DESIGN PARAMETERS
17 MONMOUTH COUNTY N-61 CDF CONDITION SURVEY
BAYSHORE WATERFRONT PARK BEACH PLACEMENT SURVEY6-7
ADDITIONAL CDF INFORMATION
REFER TO SHEETS 13 THRU 17 FOR
ADDITIONAL BEACH INFORMATION
REFER TO SHEETS 6 THRU 12 FOR
SHOAL HARBOR & COMPTON CREEK
B A
Y S
H O
R
W A
T E
R F
R O
T
P
R K
SLOPE 1V ON 3H
SLOPE 1V ON 3 H
SLOPE 1V ON 3 H
REQUIRED SIDE
SLOPE MATERIAL
REQUIRED DREDGING AREA
WITHIN CONTRACT LIMIT
SLOPE OVERDEPTH
ALLOWABLE SIDE
ALLOWABLE
OVERDEPTH
NOT TO SCALE
NEW YORK, NEW YORK
CORPS OF ENGINEERS
NEW YORK DISTRICT
DEPARTMENT OF THE ARMY
RIVERS AND HARBORS
PROJECT MAPS
AND COMPTON CREEK, NJ
SHOAL HARBOR
REFERENCE:
TYPICAL CROSS SECTION
(NOT TO SCALE)
NOAA CHART
MAY 2022
DATE OF IMAGE:
COAST SURVEY
NATIONAL OCEAN SERVICE
NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION
NEW YORK - NEW JERSEY
SOUTHERN PART
NEW YORK LOWER BAY
NAUTICAL CHART 12401
REFERENCE:
GENERAL LOCATION
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
A P
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C O
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SHEET 2 OF 17
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Number:
Sheet
L O
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N M
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IL
S
W
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IN
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F E
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A L
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(NOT TO SCALE)
VICINITY MAP
APRIL 2021
DATE OF IMAGE:
PROFESSIONAL
GOOGLE EARTH
REFERENCE:
POINT IDNORTHINGEASTING POINT IDNORTHINGEASTING
SHOAL HARBOR & COMPTON CREEK, NJ
4A1
2A1
2163072.217
2162550.361
2162471.400
2162399.782
2162376.727
2162514.280
2162604.809
2163118.385
2163370.123
2163371.385
2163101.590
2162944.019
2162829.006
2162702.332
2162650.747
2162615.619
2162463.175
2162498.178
2162826.333
2163073.417
2163237.990
2163236.828
2162930.026
2164593.240
2164450.847
2168787.633
583217.649
582822.155
582711.206
582737.607
582692.816
582642.109
582769.314
583158.533
583361.111
583479.121
583605.436
583659.620
583744.681
583918.999
584054.297
584404.004
584420.819
584072.359
583620.781
583535.816
583458.765
583350.113
585353.292
590375.027
590422.188
585400.453
4A19
2A1
BELFORD N-61 CDF
NEW JERSEY
PORT MONMOUTH,
NEW JERSEY
BELFORD,
CORPS OF ENGINEERS U. S. ARMY
MLLW
MLLW
MLLW
AUTHORIZED CHANNEL WIDTH
AUTHORIZED CHANNEL WIDTH
AUTHORIZED CHANNEL WIDTH
5'
10'
0'
5'
10'
15'
0'
5'
10'
15'
0'
-8' REQUIRED DEPTH + 2' AUTHORIZED OVERDEPTH
-12' REQUIRED DEPTH + 2' AUTHORIZED OVERDEPTH
-12' REQUIRED DEPTH + 1' AUTHORIZED OVERDEPTH
O F
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-12
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-12
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-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
07 JUNE 2022
EBB
GREEN #9 W/ LIGHT
5.1
4.7
6.5
9.8
10.8
11.3
11.1
10.7
10.2
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06, 07, 09, 14 JUNE 2022
M.APPELD
23 MAY 2022
17 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
100' 200'0
GD_10116
(NAVD 1988)11.72' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:KV3509)Z 81
(NAVD 1988)22.15'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "BM 1-03-SH-COM".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
AND IS FOR ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NOAA DIGITAL COAST: DATA ACCESS VIEWER (2014)
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL MAP DATA SET.
15' INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
(S
PCS)
DEPARTMENT OF THE ARMY
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
APPROVED:
APPROVED:
PLACEMENT AT THE CDF
-8 FT MLLW + 2 FT ALLOWABLE OVERDEPTH
PLACEMENT AT THE CDF
-12 FT MLLW + 2 FT ALLOWABLE OVERDEPTH
PLACEMENT AT THE BAYSHORE WATERFRONT PARK BEACH
-12 FT MLLW + 1 FT ALLOWABLE OVERDEPTH
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 3 OF 17
J W
O N
G
D R
A W
N B
Y
J W
O N
G
D E
S
IG
N E
D B
Y
P K
U G
L S
T A
T T
E R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
D R
E D
G
IN
G L
IM
IT
S
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
4A1
2A1
-12 -12 -12
-12
-12
-12 -12
-12-12 -12
-12-12 -12
-12 -12-12
-12
-12-12-12 -12-12-12-12-12
-12
-12 -12
-12-12
-12
-12
-12
-12
-12 -12
-12 -12 -12
-12 -12
-12 -12
-12 -12 -12
-12
-12 -12 -12 -12 -12 -12 -12
-12 -12
-12 -12
-12 -12
24 MAY 2022
FLOOD
RED NUN #8
24 MAY 2022
FLOOD
RED NUN #6
24 MAY 2022
FLOOD
GREEN CAN #5
6.0
6.4
7.6
10.4
13.4
13.8
13.3
13.9
13.3
12.8
11.2
10.1
8.9 9.5
10.8
11.8
13.1
13.7
13.6
13.8
13.5
13.9
10.4
7.8
6.8
6.1
6.0
5.7
5.9
5.6
5.6
5.8
6.4
7.4
9.6
13.6
13.3
13.4
13.3
13.2
12.6
11.5
10.5
9.8 9.8
10.8
11.8
12.7
13.4
13.7
13.6
12.8
8.7
7.2
6.3
6.0
5.7
5.5 5.7
5.7
6.0
6.5
7.1
8.2
5.3
5.4
5.8
6.3
7.6
10.1
13.5
13.3
13.4
13.3
13.3
12.2
10.2
9.2
8.3 8.6
9.8
10.8
12.9
13.7
14.2
13.3
13.7
10.3
7.7
6.5
6.3
5.8
5.6
5.8
5.5
5.6
8.1
8.9
9.7
12.2
13.3
13.5
13.2
13.3
10.3
7.6
6.5
5.9
5.4
5.4
5.2
11.6
13.9
13.5
13.6
13.4
11.8
11.3
9.3 9.6
10.8
12.4
13.8
14.1
14.0
13.6
14.0
11.5
8.8
7.4
6.3
6.0
5.8
5.8
5.6 5.6
5.8
6.3
6.2
6.8
7.7
9.8
13.2
13.9
13.9
13.8
13.8
11.7
10.3
9.0 8.9
9.6
10.6
12.3
13.1
13.3
13.6
11.8
8.9
7.5
6.4
6.2
5.7
5.6 6.0
6.0
6.2
6.5
6.9
8.2
10.5
13.4
14.0
13.8
13.1
12.0
10.6
9.9
8.9 8.9
9.9
11.2
12.6
13.5
14.2
14.0
14.4
12.6
9.0
7.8
6.9
6.5
6.2
6.0 5.9
6.3
6.4
7.1
7.7
8.5
12.1
14.3
14.1
14.8
14.0
12.6
10.8
9.7
8.9 8.8
9.7
11.1
12.7
14.1
14.3
14.4
14.6
11.2
8.5
7.4
6.8
6.3
6.3
6.2
6.0 6.1
6.2
6.1
6.6
6.8
7.5
8.7
12.5
14.1
14.2
14.5
13.4
10.9
9.9
8.6 8.9
9.7
10.9
12.9
14.2
14.6
14.2
14.2
11.8
8.8
7.5
7.0
6.6
6.4
6.3 6.3
6.7
6.9
7.4
8.0
9.2
12.4
14.6
14.6
14.4
12.9
11.4
9.7
8.9 8.8
9.7
10.9
12.7
14.3
14.7
14.6
14.4
11.3
8.7
7.7
7.0
6.8
6.5
6.4
6.1
6.2
6.2
6.5
7.0
7.5
9.1
12.6
14.2
14.5
14.0
12.3
10.7
9.4
8.7 8.9
9.7
10.9
12.4
14.4
15.0
14.6
14.9
11.2
8.8
7.7
7.2
7.0
6.5
6.6
6.6 6.5
6.5
6.7
6.9
7.9
8.8
11.5
15.0
14.4
15.0
13.9
12.6
9.8
9.0 9.0
9.6
10.7
12.0
13.7
14.7
14.4
14.7
12.7
9.0
8.0
7.4
6.8
6.6
6.8
6.5 6.8
6.7
7.0
7.3
8.1
9.7
13.8
14.5
14.4
13.8
12.2
10.5
9.4
9.34.7
5.2
6.4
11.1
11.8
12.0
12.2
11.9
11.7
11.4
11.2
8.5
4.1
3.1
3.1 2.7
3.2
4.1
8.0
11.1
11.4
11.6
12.2
11.9
11.4
11.0
6.0
5.0
4.6 4.7
5.2
6.4
11.2
11.6
11.8
12.3
11.9
11.8
11.7
11.2
6.0
4.0
3.3
3.1 3.1
3.1
4.0
5.4
11.2
11.4
11.7
12.1
12.3
11.8
11.5
11.2
6.2
5.0
4.5 4.6
4.9
6.5
11.6
11.7
12.2
12.5
12.5
12.1
11.8
11.4
6.5
4.1
3.4
3.4
3.2 3.2
3.4
4.2
6.1
11.1
11.4
12.0
12.6
12.7
12.4
11.9
11.6
7.3
4.8
4.2 4.5
4.8
6.7
11.9
11.9
12.4
13.0
12.6
12.1
11.6
11.1
5.3
4.0
3.4
3.2 3.3
3.7
4.3
6.2
11.6
11.9
12.4
12.9
12.6
12.1
12.1
7.2
5.2
4.7 5.1
5.9
8.0
12.0
12.2
12.5
12.9
12.8
12.2
11.8
11.5
6.8
4.3
3.8
3.5
3.4
3.5
3.8
4.4
6.0
11.5
11.6
12.2
12.6
12.6
12.2
11.9
8.5
6.0
5.2 5.8
6.8
9.5
12.2
12.3
12.8
12.6
12.5
12.0
11.7
5.7
4.4
3.9
3.6 3.6
3.9
4.0
4.5
6.0
12.0
12.4
12.7
12.8
12.7
12.3
11.9
10.3
7.5
6.0 6.4
7.2
9.6
11.5
11.7
12.0
12.6
12.6
12.2
11.7
5.4
4.4
3.7
3.6 3.7
3.9
4.4
6.1
12.3
12.6
13.1
12.3
12.0
11.9
11.5
8.3
6.7
6.2 6.0
6.9
8.9
11.7
11.9
12.2
12.8
12.5
12.3
7.0
4.6
4.2
3.8
3.7 3.9
3.9
4.3
4.9
8.9
12.8
13.2
13.0
13.5
12.4
12.0
11.9
9.1
7.0
6.2 6.5
7.8
10.4
12.1
12.2
12.4
12.5
13.2
13.2
13.1
12.8
9.8
5.2
4.4
4.1 4.1
4.5
5.6
11.4
12.8
13.0
12.9
12.3
12.0
12.0
10.7
7.7
6.5 6.4
7.3
9.4
12.2
12.3
12.6
13.0
13.4
13.3
13.3
11.5
5.8
4.8
4.5
4.3 4.2
4.6
5.8
10.8
12.7
12.9
13.1
12.6
12.3
12.1
8.7
7.1
6.2 6.8
7.8
9.9
12.4
12.3
12.6
12.8
13.3
13.4
13.4
12.8
11.0
6.1
5.1
4.6
4.4 4.6
4.8
6.3
11.0
13.2
13.5
13.7
13.6
12.4
12.4
12.6
12.0
9.1
7.3 7.0
8.2
10.8
12.5
12.6
13.0
13.1
13.3
13.2
12.8
10.8
6.3
5.1
4.7
4.4 4.5
5.1
6.5
11.9
13.3
13.4
13.3
12.9
12.8
11.4
8.1
7.0
6.4 6.5
7.0
8.1
11.0
13.1
13.0
13.4
13.9
13.8
13.2
11.1
6.5
4.9
4.6 4.6
5.2
6.8
11.1
13.0
13.3
13.7
13.4
13.2
13.8
12.1
8.2
7.1
6.7 6.7
7.3
8.5
11.7
13.1
13.2
13.4
13.3
13.9
13.8
11.0
6.7
5.1
4.8 4.8
5.2
5.4
6.7
9.7
13.2
13.4
13.4
13.4
13.4
13.1
12.3
9.0
7.7
7.1 7.5
8.4
9.9
13.0
13.2
13.6
13.4
13.2
13.2
11.0
6.8
5.7
5.3
4.9
5.0
5.3
6.7
10.2
13.2
13.1
13.2
13.3
13.1
12.7
10.0
8.6
7.5 7.8
8.6
9.9
12.5
13.2
13.4
12.1
13.4
13.1
13.0
9.5
6.3
5.3
4.9
4.8 4.8
5.2
5.5
6.8
9.7
13.0
13.4
13.5
13.7
13.7
13.3
12.6
9.9
8.5
7.8 7.7
8.3
9.6
11.8
13.3
13.5
13.8
13.7
13.6
13.7
13.4
12.9
9.5
6.4
5.5
5.2 5.4
5.7
6.4
8.4
11.4
13.1
13.7
13.6
14.0
13.6
13.4
11.8
9.4
8.4
7.8 8.0
8.7
9.9
12.1
13.2
13.2
13.3
10.6
8.2
6.9
6.1
5.7
5.3
5.2
M. APPELD
24 MAY 2022
17 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
100' 200'0
GD_10116
(NAVD 1988)11.72' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:KV3509)Z 81
(NAVD 1988)22.15'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "BM 1-03-SH-COM".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
AND IS FOR ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NOAA DIGITAL COAST: DATA ACCESS VIEWER (2014)
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL MAP DATA SET.
15' INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
PLACEMENT AT THE BAYSHORE WATERFRONT PARK BEACH
-12 FT MLLW + 1 FT ALLOWABLE OVERDEPTH
DEPARTMENT OF THE ARMY
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
APPROVED:
APPROVED:
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 4 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
D R
E D
G
IN
G L
IM
IT
S
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
-12 -12 -12 -12
-12
-12 -12
-12
-12
-12
-12
-12
-12
-12
-12-12
-12-12
-12 -12
-12-12-12-12-12 -12-12-12-12-12
-12
-12
-12 -12-12
-12
-12-12
24 MAY 2022
FLOOD
RED NUN #4
24 MAY 2022
FLOOD
GREEN CAN #3
24 MAY 2022
FLOOD
GREEN #1 W/LIGHT
24 MAY 2022
FLOOD
RED NUN #2
6.8
6.7
7.0
7.3
8.1
9.7
13.8
14.5
14.4
13.8
12.2
10.5
9.4
9.3 9.1
9.7
11.0
12.3
14.1
14.8
14.6
15.1
14.7
10.0
8.5
7.6
7.2
7.1
6.8
7.0
6.6
6.8
7.3
7.8
8.6
10.9
15.1
15.0
14.8
14.0
12.6
10.2
9.3 9.5
10.0
11.0
12.3
14.1
14.5
14.8
13.4
9.9
8.3
7.8
7.2
7.1
6.6 7.0
7.2
7.7
8.1
8.7
10.0
12.7
14.9
14.6
14.9
14.0
12.9
10.7
9.9 9.6
10.2
11.2
12.7
13.6
14.2
14.5
14.6
10.5
8.7
8.1
7.9
7.6
7.0
6.8 6.6
6.6
6.9
7.3
8.0
9.0
10.5
13.9
13.9
13.3
12.0
10.4
9.7 10.0
10.5
11.2
12.1
13.2
14.0
14.1
13.7
10.9
9.8
8.7
7.9
7.3
6.9
7.0
6.6 6.6
6.8
7.0
7.2
7.8
8.3
9.3
12.2
14.6
14.2
13.6
13.6
12.2
11.1
10.1 10.5
11.1
12.8
13.7
13.9
14.2
11.3
8.9
8.0
7.5
7.0
6.7
6.5
6.3 6.5
7.2
6.9
7.5
7.9
8.4
9.8
12.8
14.6
14.2
14.4
13.9
12.4
11.3
10.9 11.0
11.9
12.4
13.3
13.8
14.4
14.9
11.8
9.2
8.7
7.7
7.3
7.0
6.8
6.4 6.6
7.1
6.9
7.4
8.3
9.5
12.4
14.4
14.5
14.2
13.6
12.5
11.9
11.6 11.7
12.1
12.7
13.9
14.0
14.3
14.5
14.4
14.1
10.0
8.2
7.6
7.4
6.6
6.4 6.4
6.9
7.2
7.9
8.5
10.4
13.6
14.5
14.0
14.2
14.5
14.0
12.8
11.8 11.6
12.2
13.0
13.3
13.9
13.8
14.2
13.9
14.2
14.1
11.6
9.1
7.8
7.3
6.9 8.5
9.2
10.0
11.6
13.4
14.3
14.7
14.2
14.3
13.9
14.1
13.5
13.3
12.0
11.8
12.7
13.2
14.2
14.2
14.5
14.3
14.0
13.3
12.4
11.5
10.7
9.8
9.4 10.0
10.7
11.0
11.4
12.2
13.1
13.8
14.6
15.3
14.6
13.9
12.9
12.5
11.7 12.2
12.7
13.4
13.4
14.4
14.5
14.9
14.8
14.7
14.6
13.6
12.4
11.5
10.7
10.4
10.0 9.9
10.6
10.7
11.6
12.6
14.0
15.1
14.7
14.6
14.3
14.5
13.9
13.6
13.4
12.9
12.3 12.3
13.0
13.8
13.9
14.6
14.6
14.8
14.8
14.9
15.1
13.9
12.5
11.7
11.0
10.5
10.2 10.1
10.3
11.4
12.5
13.2
14.4
14.6
14.5
14.4
14.8
13.9
13.3
12.2
12.3
12.9
13.9
14.2
14.8
15.0
15.1
14.7
14.8
13.7
12.8
12.2
11.5
10.9
10.6
10.1 10.4
10.7
11.7
12.4
13.3
14.3
14.6
14.8
15.3
14.9
14.8
13.4
12.9 12.9
13.6
14.6
14.7
15.0
15.3
14.8
14.5
14.4
13.6
12.9
12.2
11.6
11.0
10.6
10.4 10.5
11.0
11.2
11.7
12.1
12.9
13.8
14.1
14.6
14.7
15.2
14.9
14.7
14.2
13.5
13.2 12.7
13.1
13.8
14.4
15.0
14.9
14.7
14.8
14.3
13.2
12.2
11.6
10.8
10.4 10.6
10.9
11.9
13.2
13.9
14.9
15.0
14.8
14.6
14.1
13.1
12.3 12.8
13.5
13.6
13.9
14.7
15.0
15.3
14.7
14.3
13.8
13.0
12.4
11.7
11.3
11.2
10.8 10.6
10.9
11.4
12.2
12.6
13.2
13.7
14.6
14.7
14.7
14.4
13.9
13.1
12.3 12.7
13.2
13.6
13.9
14.5
14.9
14.7
14.6
14.0
13.2
12.7
12.2
11.6
10.9
11.1
10.9 10.7
10.8
11.5
11.7
12.2
12.9
13.2
14.1
14.7
14.7
15.0
14.4
14.3
13.8
13.1
13.8
14.3
14.9
14.9
15.1
15.3
14.9
14.6
14.1
13.4
12.8
12.1
11.5
11.3
11.3
10.5 10.8
10.9
11.3
11.3
12.3
13.3
13.6
14.2
14.7
15.0
15.4
14.2
14.5
13.9
13.7 13.1
13.4
14.1
14.2
14.5
15.0
14.6
14.3
13.9
13.3
12.6
12.3
11.6
11.3
11.0
10.8 10.7
11.4
11.5
12.1
13.3
14.2
14.3
15.1
14.7
14.6
13.9
14.1
13.3
13.1 13.0
13.4
13.6
14.3
14.7
14.9
14.8
14.5
14.4
13.6
13.1
12.3
11.5
11.5
11.2
10.8 10.8
11.3
11.3
12.1
13.0
13.5
14.4
14.5
14.8
15.0
14.4
14.1
13.8
13.1
13.1 13.2
13.4
14.3
14.5
14.7
14.9
14.3
14.2
13.8
12.8
12.1
11.6
11.5
11.0
11.3
11.8
12.6
12.5
13.6
13.6
14.3
14.4
14.7
14.5
14.1
13.6
13.2
12.8 12.9
13.1
13.6
14.3
14.3
14.7
14.4
14.1
13.7
13.3
12.5
12.0
11.8
11.4
11.1
11.2
11.6
12.1
12.7
13.1
13.9
13.8
14.4
14.4
14.4
14.0
13.7
13.3
12.9 12.9
13.7
14.2
14.3
14.6
14.5
14.4
14.0
13.7
13.1
12.8
12.3
12.2
11.7
11.3 11.5
11.7
12.5
12.9
13.4
14.3
14.4
14.8
14.6
14.5
14.4
13.6
13.2 13.3
13.5
13.5
14.1
14.7
14.6
14.4
13.9
13.8
13.2
12.8
12.4
11.9
11.6
11.2
11.3
11.8
12.3
12.4
13.0
13.6
13.8
14.5
14.4
14.3
13.6
13.0 13.7
14.1
14.7
15.0
15.1
14.8
14.8
14.1
12.7
13.1
12.8
12.2
11.8
12.0
11.8
12.1
12.3
12.4
13.4
13.8
14.0
14.4
14.8
14.6
14.7
14.0
13.8 14.1
14.4
14.9
14.8
14.6
15.0
14.5
14.1
13.7
13.2
12.9
12.5
12.2
12.2 12.4
12.0
13.0
13.5
13.6
14.1
14.4
14.8
14.3
14.7
13.2
15.2
14.1 13.9
14.1
14.4
14.5
15.0
14.7
14.4
14.2
13.8
13.7
13.2
12.7
12.9
12.6 13.2
13.1
13.5
13.7
13.6
14.5
14.6
15.1
15.3
15.6
15.3
14.9
14.7
14.2
14.7
14.7
15.2
15.6
15.8
15.6
15.7
15.8
15.3
15.0
14.6
14.1
13.9
13.6
13.6
13.6 14.3
14.1
14.1
15.0
14.2
15.1
15.3
15.3
15.9
15.3
15.1
15.4
15.0
15.0
100' 200'0
GD_10116
(NAVD 1988)11.72' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:KV3509)Z 81
(NAVD 1988)22.15'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
M A
T C
H T
O S
H E
E T
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "BM 1-03-SH-COM".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
AND IS FOR ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY NOAA DIGITAL COAST: DATA ACCESS VIEWER (2014)
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL MAP DATA SET.
15' INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 4.3).
-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
PLACEMENT AT THE BAYSHORE WATERFRONT PARK BEACH
-12 FT MLLW + 1 FT ALLOWABLE OVERDEPTH
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
DEPARTMENT OF THE ARMY
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
APPROVED:
24 MAY 2022
17 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
A P
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OF ENGINEERS
US ARMY CORPS
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Sheet
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ELEVATION 8'+1'
BERM WIDTH = 280' FROM BASELINE
ELEVATION 8'+1'
BERM WIDTH = 280' FROM BASELINE
ELEVATION 8'+1'
BERM WIDTH = 280
' FROM BASELINE
MEET EXISTING GRADE
MEET EXISTING GRADE
MEET EXISTING GRADE
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2.1 2.1 2.1
2.1
2.1
2.1
2.1 2.1
2.1
2.1
2.1
2.1
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2.1
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-2.7
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A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
A Z
N
E
S T
A
BASELINE BASELINE
BASELINE
5186/AL
10, 13-15, 22 JUNE 2022
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK BUTLER."
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
MEDIAN CELL, SORTED TO A 35' INTERVAL.
-ELEVATIONS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
DETERMINED USING VDATUM (VER. 4.3).
*PLANE OF MEAN LOWER LOW WATER (MLLW) IS 2.9' BELOW NAVD88
*PLANE OF MEAN LOW WATER (MLW) IS 2.7' BELOW NAVD88
*PLANE OF MEAN HIGH WATER (MHW) IS 2.1' ABOVE NAVD88
-ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NAVD88.
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
MEET EM 1110-1-1000 ACCURACY STANDARDS.
-AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON JUNE 2022 AND
-THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY STANDARDS.
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
M A
T
E E
T
(PID:KV3509)Z 81
(NAVD 1988)22.15' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:ACV431)GPSBM_1-01SH-COM
(NAVD 1988)3.91'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
100' 200'0
MHW
MLW
MLLW
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
S U
R V
E Y
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 6 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
DEPARTMENT OF THE ARMY
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
P C
S
MEET EXISTING GRADE
MEET EXISTING GRADE
MEET EXISTING GRADE
ELEVATION 8'+1'
BERM WIDTH = 280' FROM BASELINE
ELEVATION 8'+1'
BERM WIDTH = 280' FROM BASELINE
ELEVATION 8'+1'
BERM WIDTH = 280' FROM BASELINE
V
H
B E
O P
E
V
H
B E
O P
E
V
H
B E
O P
E
V
H
B E
O P
E
B E
D
E T
B E
D
E T
B E
D
E T
B E
D
E T
B E
D
E T
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1 2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1 2.1
2.1 2.1
2.1
2.1
2.1
-2.7
-2.7
-2.7
-2.7
-2.7
-2.7
-2.7 -2.7
-2.7
-2.7
-2.7
-2.7 -2.7
-2.7
-2.7 -2.7
-2.7
-2.7 -2.7
-2.7
-2 .7
-2.9
-2.9
-2.9
-2.9
-2.9
-2.9
-2.9 -2.9
-2.9 -2.9
-2.9
-2.9 -2.9
-2.9
-2.9 -2.9
-2.9
-2.9 -2.9
-2.9 -2 .9
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1.
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A Z
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A
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK BUTLER."
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
MEDIAN CELL, SORTED TO A 35' INTERVAL.
-ELEVATIONS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
DETERMINED USING VDATUM (VER. 4.3).
*PLANE OF MEAN LOWER LOW WATER (MLLW) IS 2.9' BELOW NAVD88
*PLANE OF MEAN LOW WATER (MLW) IS 2.7' BELOW NAVD88
*PLANE OF MEAN HIGH WATER (MHW) IS 2.1' ABOVE NAVD88
-ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NAVD88.
NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
MEET EM 1110-1-1000 ACCURACY STANDARDS.
-AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON JUNE 2022 AND
-THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY STANDARDS.
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
M A
T
E E
T
(PID:KV3509)Z 81
(NAVD 1988)22.15' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:ACV430)GPSBM_1-01-SH-COM
(NAVD 1988)3.91'ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA100' 200'0
MLW
MLLW
MHW
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
S U
R V
E Y
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 7 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
DEPARTMENT OF THE ARMY
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
-10
-10
-0+05 0+95 1+95 2+95 3+95 4+95 5+95 6+95 7+95 8+95 9+99
STA 00+75
-10
-10
0+08 1+08 2+08 3+08 4+08 5+08 6+08 7+08 8+08 9+08 10+08
STA 02+25
-10
-10
-0+09 0+91 1+91 2+91 3+91 4+91 5+91 6+91 7+91 8+91 9+99
STA 03+75
-10
-10
0+12 1+12 2+12 3+12 4+12 5+12 6+12 7+12 8+12 9+12 10+00
STA 05+25
-10
-10
-0+15 0+85 1+85 2+85 3+85 4+85 5+85 6+85 7+85 8+85 9+99
STA 06+75
-10
-10
-0+07 0+93 1+93 2+93 3+93 4+93 5+93 6+93 7+93 8+93 9+99
STA 08+25
-10
-10
-0+20 0+81 1+81 2+81 3+81 4+81 5+81 6+81 7+81 8+81 9+99
STA 09+75
-10
-10
-0+12 0+88 1+88 2+88 3+88 4+88 5+88 6+88 7+88 8+88 10+00
STA 11+25
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION + 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL)
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
100' 200'0
ONE INCH = 10 FEET
ONE INCH = 100 FEETHORIZONTAL:
VERTICAL:
PROFILE SCALING
OF THIS SET OF PLANS
- FOR CONTROL POINTS AND PROJECT NOTES REFER TO SHEET 6
PROJECT SPECIFIC NOTES:
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
P R
O F
IL
E
S
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 8 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
DEPARTMENT OF THE ARMY
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
-10
-10
-0+05 0+95 1+95 2+95 3+95 4+95 5+95 6+95 7+95 8+95 9+99
STA 12+75
-10
-10
-0+09 0+91 1+91 2+91 3+91 4+91 5+91 6+91 7+91 8+91 10+01
STA 14+25
-10
-10
-0+13 0+87 1+87 2+87 3+87 4+87 5+87 6+87 7+87 8+87 9+99
STA 15+75
-10
-10
-0+10 0+90 1+90 2+90 3+90 4+90 5+90 6+90 7+90 8+90 9+97
STA 17+25
-10
-10
-0+12 0+88 1+88 2+88 3+88 4+88 5+88 6+88 7+88 8+88 9+98
STA 18+75
-10
-10
-0+16 0+84 1+84 2+84 3+84 4+84 5+84 6+84 7+84 8+84 9+99
STA 21+75
-10
-10
-0+12 0+88 1+88 2+88 3+88 4+88 5+88 6+88 7+88 8+88 9+99
STA 20+25
-10
-10
-0+12 0+88 1+88 2+88 3+88 4+88 5+88 6+88 7+88 8+88 9+99
STA 23+25
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
BERM WIDTH = 280' FROM BASELINE
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
HYDRAULIC BEACH FILL
MHW (PRE-FILL) MHW (POST-FILL)
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
OF THIS SET OF PLANS
- FOR CONTROL POINTS AND PROJECT NOTES REFER TO SHEET 6
PROJECT SPECIFIC NOTES:
100' 200'0
ONE INCH = 10 FEET
ONE INCH = 100 FEETHORIZONTAL:
VERTICAL:
PROFILE SCALING
DEPARTMENT OF THE ARMY
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 9 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
P R
O F
IL
E
S
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
11 12 13 14 15 16 17 18 19
A
B
C
D
E
F
G
H
J
K
L
M
N
1 2 3 4 5 6 7 8 9 10
-10
-10
-0+19 0+81 1+81 2+81 3+81 4+81 5+81 6+81 7+81 8+81 10+03
STA 26+13
-10
-10
-0+29 0+71 1+71 2+71 3+71 4+71 5+71 6+71 7+71 8+71 10+03
STA 27+63
-10
-10
-0+19 0+81 1+81 2+81 3+81 4+81 5+81 6+81 7+81 8+81 10+02
STA 29+13
-10
-10
-0+24 0+76 1+76 2+76 3+76 4+76 5+76 6+76 7+76 8+76 10+03
STA 30+63
-10
-10
-1+24 -0+24 0+76 1+76 2+76 3+76 4+76 5+76 6+76 7+76 8+76 10+02
STA 32+13
-10
-10
-1+32 -0+32 0+68 1+68 2+68 3+68 4+68 5+68 6+68 7+68 8+68 9+68 10+03
STA 33+63
-10
-10
-0+14 0+86 1+86 2+86 3+86 4+86 5+86 6+86 7+86 8+86 10+02
STA 35+13
-10
-10
-0+05 0+96 1+96 2+96 3+96 4+96 5+96 6+96 7+96 8+96 10+03
STA 36+63
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
B A
S E
L
IN
E
B A
S E
L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
MHW (PRE-FILL) MHW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
OF THIS SET OF PLANS
- FOR CONTROL POINTS AND PROJECT NOTES REFER TO SHEET 6
PROJECT SPECIFIC NOTES:
100' 200'0
ONE INCH = 10 FEET
ONE INCH = 100 FEETHORIZONTAL:
VERTICAL:
PROFILE SCALING
DEPARTMENT OF THE ARMY
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 10 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
P R
O F
IL
E
S
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
11 12 13 14 15 16 17 18 19
A
B
C
D
E
F
G
H
J
K
L
M
N
-10
-10
-0+15 0+85 1+85 2+85 3+85 4+85 5+85 6+85 7+85 8+85 10+03
STA 38+13
-10
-10
-0+08 0+92 1+92 2+92 3+92 4+92 5+92 6+92 7+92 8+92 10+03
STA 39+63
-10
-10
0+03 1+03 2+03 3+03 4+03 5+03 6+03 7+03 8+03 9+03 10+02
STA 41+13
-10
-10
-0+68 0+32 1+32 2+32 3+32 4+32 5+32 6+32 7+32 8+32 9+32 10+02
STA 42+63
-10
-10
-0+12 0+88 1+88 2+88 3+88 4+88 5+88 6+88 7+88 8+88 10+03
STA 44+13
-10
-10
00+-0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+02
STA 45+63
-10
-10
-0+02 0+98 1+98 2+98 3+98 4+98 5+98 6+98 7+98 8+98 10+02
STA 47+13
-10
-10
-0+17 0+83 1+83 2+83 3+83 4+83 5+83 6+83 7+83 8+83 10+02
STA 48+63
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E B
A S
E L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E
B A
S E
L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
BERM WIDTH = 280' FROM BASELINE
OF THIS SET OF PLANS
- FOR CONTROL POINTS AND PROJECT NOTES REFER TO SHEET 6
PROJECT SPECIFIC NOTES:
100' 200'0
ONE INCH = 10 FEET
ONE INCH = 100 FEETHORIZONTAL:
VERTICAL:
PROFILE SCALING
DEPARTMENT OF THE ARMY
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 11 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
S T
A T
T E
R
R E
V
IE
W E
D B
Y
N E
W Y
O R
K
W
Y O
R K
D I S
T R
I C
T
U .S
.A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
A P
P R
O V
A L
D A
T E
J
U L
Y
Number:
Sheet
B E
A C
H P
L A
C E
M E
N T
P R
O F
IL
E
S
B A
Y S
H O
R E
W A
T E
R F
R O
N T
P A
R K
W
D S
B
S O
L I C
I T
A T
I O
N N
O
J U
L Y
D A
T E
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
N E
W J
E R
S E
Y
S H
O A
L H
A R
B O
R
C O
M P
T O
N C
R E
E K
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G O
N E
I N
C H
F
E E
T
S C
A L
E
A P
P R
O V
E D
R E
C O
M M
E N
D E
D B
Y
G E
R L
Y N
T P
E R
L A
S
C H
I E
F T
E C
H N
I C
A L
S U
P P
O R
T S
E C
T I O
N
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
-10
-10
-0+01 0+99 1+99 2+99 3+99 4+99 5+99 6+99 7+99 8+99 10+02
STA 50+13
-10
-10
-0+16 0+84 1+84 2+84 3+84 4+84 5+84 6+84 7+84 8+84 10+02
STA 51+73
B A
S E
L
IN
E
B A
S E
L
IN
E
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
+ 1' TOLERANCE
TOP OF BERM 8' ELEVATION
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
MHW (PRE-FILL) MHW (POST-FILL)
MLW (PRE-FILL) MLW (POST-FILL)
HYDRAULIC BEACH FILL HYDRAULIC BEACH FILL
BERM WIDTH = 280' FROM BASELINE BERM WIDTH = 280' FROM BASELINE
OF THIS SET OF PLANS
- FOR CONTROL POINTS AND PROJECT NOTES REFER TO SHEET 6
PROJECT SPECIFIC NOTES:
100' 200'0
ONE INCH = 10 FEET
ONE INCH = 100 FEETHORIZONTAL:
VERTICAL:
PROFILE SCALING
DEPARTMENT OF THE ARMY
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
LEAD CARTOGRAPHER
DEPUTY CHIEF OF SURVEY
DATES OF SURVEY:
FIELD BOOKS:
SCALE:
REQ. NO./FILE NO.:
NEW YORK DISTRICT
DATE:
NEW YORK, NEW YORK 10278
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OPS-S
U.S. ARMY CORPS OF ENGINEERS
APPROVED:
APPROVED:
28 JUNE 2022
ONE INCH = 100 FEET
P. BHADUR
M. FORTE
J. MRAZ
R A
N D
A L
L G
H
IN
T
Z
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
D E
S C
R
IP
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N
D A
T E
T B
D
C O
N T
R A
C T
N O
SHEET 12 OF 17
J
W O
N G
D R
A W
N B
Y
J
W O
N G
D E
S
IG
N E
D B
Y
P
K U
G L
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