Specs - W912DS25BA011.pdf
PDF 9 MB Posted
- Solicitation number
- W912DS25BA011
About this file
This document is a comprehensive set of engineering drawings and specifications for a maintenance dredging project by the U.S. Army Corps of Engineers New York District. The project involves dredging approximately 30,000 cubic yards of sand from the Long Island Intracoastal Waterway in Bellport Bay and Moriches Bay, Suffolk County, New York, to a depth of -6 feet Mean Lower Low Water (MLLW) plus 2 feet of overdepth. The dredged material will be placed along the shoreline of Cupsogue Beach County Park and/or Smith Point County Park to provide shoreline stabilization.
The project is planned for October 2025 to January 2026, with an estimated cost between $1,000,000 and $5,000,000. The government intends to award the contract in August 2025 and requires the contractor to maintain a production rate of at least 2,000 cubic yards per calendar day. The dredging will likely be performed using a hydraulic cutterhead dredge, supported by barges, tugboats, pipeline, and land-based equipment. Liquidated damages of $2,722 per calendar day of delay will be assessed if the contractor does not complete the work as specified. The solicitation is unrestricted and will involve meeting all federal, state, and local regulatory requirements.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
MAINTENACE DREDGING
LONG ISLAND INTRACOASTAL WATERWAY
SUFFOLK COUNTY, NEW YORK
FEDERAL NAVIGATION PROJECT
W912DS-25-B-A011
W912DS-25-C-00XX
MAY 2025
of Engineers
US Army Corps
CUPSOGUE BEACH COUNTY PARK PROFILESC-118
SMITH POINT COUNTY PARK PROFILESC-117
CUPSOGUE BEACH COUNTY PARKC-116
SMITH POINT COUNTY PARKC-115
DREDGING LIMITC-114
DREDGING LIMITC-113
DREDGING LIMITC-112
DREDGING LIMITC-111
DREDGING LIMITC-110
DREDGING LIMITC-109
DREDGING LIMITC-108
DREDGING LIMITC-107
DREDGING LIMITC-106
DREDGING LIMITC-105
DREDGING LIMITC-104
DREDGING LIMITC-103
DREDGING LIMITC-102
LOCATION MAP & DETAIL SHEETC-101
& NOTES
CROSS SECTION, NOAA CHART,
PROJECT SITE PLAN, TYPICAL GI-101
COVER SHEET & INDEXG-001
TITLESHEET NUMBER
INDEX OF DRAWINGS
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
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G-001
NOT TO SCALE
NOT TO SCALE
CHANNEL COORDINATES
PROJECT VICINITY MAP
NEW YORK
CONNETICUT
NEW JERSEY
ATLANTIC OCEAN
LOCAL NOAA CHART NO. 12352 (Last Update: AUGUST 2023)
TYPICAL DREDGING CROSS SECTION
GPS FROM STATION "Y 373 ECCENTRIC & MOR1 A".
12. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC
ORIENTATION PURPOSES ONLY.
11. THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR
ORIENTATION PURPOSES ONLY.
10. AERIAL IMAGERY PROVIDED BY NYGIN 2021 AND IS FOR
VOLUME CALCULATION PURPOSES.
9. THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR
DATA SET.
8. CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3
3' MEDIAN CELL, SORTED TO A 30' INTERVAL.
7. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x
DETERMINED USING VDATUM (VER. 4.6.1).
6. MEAN LOWER LOW WATER IS 0.7-1.3 FEET BELOW NAVD88 AS
LOWER LOW WATER (MLLW) [EPOCH 1983-2001].
5. SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN
3104, US SURVEY FEET.
SYSTEM NAD 1983, NEW YORK LONG ISLAND LAMBERT - ZONE
4. COORDINATES REFER TO US STATE PLANE COORDINATE
1110-2-8160 AND EM 1110-2-6056.
3. THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER
ACCURACY STANDARDS.
2. THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003
EXISTING AT THAT TIME.
CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS
RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE 1.
PROJECT NOTES
PROJECT
(Reach and Dredge Limit Coordinates)
LONG ISLAND INTRACOASTAL WATERWAY, NY
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
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B A
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GI-101
PROJECT LEGEND
(BASIC WORK 1)
(BASIC WORK 2)
GPS FROM STATION "RTK CUPP & RTK SMITH POINT".
10. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC
ORIENTATION PURPOSES ONLY.
AERIAL IMAGERY PROVIDED BY NYGIN 2023 AND IS FOR9.
VOLUME CALCULATION PURPOSES.
THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR 8.
DATA SET.
CONTOURS ON THIS MAP WERE GENERATED USING THE MAP 7.
3' MEDIAN CELL, SORTED TO A 15' INTERVAL.
SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 6.
AS DETERMINED USING VDATUM VERSION. 4.6.1.
*MEAN LOWER LOW WATER IS 2.0 FEET BELOW NAVD88.
*MEAN LOW WATER IS 1.8 FEET BELOW NAVD88.
*MEAN HIGH WATER IS 1.3 FEET ABOVE NAVD88.
5. SOUNDINGS ON THIS MAP REFER TO THE PLANE OF NAVD88.
SURVEY FEET.
SYSTEM NAD 1983, LONG ISLAND LAMBERT - ZONE 3104, US
COORDINATES REFER TO US STATE PLANE COORDINATE 4.
1110-2-8160 AND EM 1110-2-6056.
THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 3.
ACCURACY STANDARDS.
THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 2.
EXISTING AT THAT TIME.
CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS
RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE 1.
PROJECT NOTES (BEACH)
TYPICAL DREDGING CROSS SECTION
NOT TO SCALE
M L
L W
CHANNEL WIDTH
AUTHORIZED
-6' (PROJECT DEPTH)
0'
-8'
-6'
0'
Allowable Overdepthto-be Dredged
Required Material
25' 50' 75'
-2'
-4'
-8' (PROJECT DEPTH + 2' OVERDEPTH)
-25'-50'-75'
215061.3571306790.1699S 215150.0181306740.2359N 212181.6381303363.6478S 212271.2881303314.8918N 228126.4271335597.0628 210911.3581299217.6987S 211004.3291299179.7807N 228222.0281335567.7427 209240.5291295986.3756S 209353.4361295987.0136N 225470.9871326938.7626 225566.5921326909.4415 215968.0181309463.7364 216062.7211309431.6203 211466.7341291797.5682 211555.0391291844.4991
POINT ID EASTING NORTHING
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
S
P C
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P C
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0 12000'2000'
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 11
SHEET 12
(PID:AI9628)MOR1 A
(NAVD 1988)4.41' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:KU0194)Y 373
(NAVD 1988)3.79'ELEVATION:
BENCHMARK:
NSRS BENCHMARK
SMITH POINT COUNTY PARK
CUPSOGUE BEACH COUNTY PARK
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
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B A
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C-101
PROJECT LEGEND
(BASIC WORK 1)
(BASIC WORK 2)
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
P
C S
10.1
10.1
10.1 10.0
10.0
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8 9.8
9.8
9.8
9.7 9.7
9.7
9.7
9.7
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9.7
9.7
9.7
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9.6
9.6
9.6 9.6
9.6 9.6
9.6 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4 9.3
9.3
9.3
9.2
9.2 9.2 9.1
9.0
9.0
9.0 9.0
9.0
9.0
9.0 9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9 8.9 8.9
8.8 8.8
8.8
8.88.7 8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3 8.2
8.2
8.2 8.2
8.2
8.1
8.1
8.1
8.0
7.9
7.9
7.9 7.9
7.9
7.8
7.8
7.8
7.6 7.6
7.6
7.5
7.5 7.5
7.5
7.4
7.4 7.4
7.3
7.3
7.3 7.3
7.2
7.2
7.1
7.1
7.0
7.0
7.0
6.9
6.8
6.7
6.7
6.6 6.6 6.6
6.6
6.6 6.6 6.5
6.5
6.5
6.4
6.3
6.3 6.3 6.3
6.3 6.3
6.1
6.0
5.9
5.5
5.5 5.5
5.4
5.1 5.1
5.1
5.0
5.0
4.8 4.6
4.6 4.6
4.4 4.4
4.3
4.2
4.0 3.9
3.6
-6
-6
-6
-6
5N
5S
17 APR 2025
FLOOD
GREEN CAN #9
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
100' 200'0
S U
R V
E Y
L I M
I T
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
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IN
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A V
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A C
O A
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A L
W A
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A Y
A
P R
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H
F
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T
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F E
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U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-102
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
211466.7341291797.5682 211555.0391291844.4991
POINT ID EASTING NORTHING
P
C S
9.0 9.0
8.9
8.9
8.9
8.8 8.8
8.8
8.7
8.7
8.7
8.6 8.6 8.6 8.6 8.6 8.6
8.6
8.6
8.6 8.6
8.6
8.6 8.6
8.5
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5 8.5
8.5
8.5 8.5
8.5
8.5
8.4 8.4
8.4
8.4 8.4
8.4 8.4
8.4 8.4
8.4
8.4
8.4 8.4
8.3
8.3
8.3 8.3
8.3
8.3
8.3
8.3 8.3
8.3
8.3 8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2 8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1
8.1 8.1
8.1
8.1 8.1 8.1
8.1 8.1
8.1
8.18.0
8.0
8.0
8.0
8.0
8.0 8.0
8.0 8.0
7.9
7.9
7.9
7.9 7.9
7.9
7.9 7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5 7.5 7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.4
7.4 7.4 7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.4 7.4
7.4 7.4
7.4 7.4
7.4
7.4
7.3
7.3
7.3
7.3 7.3
7.3 7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.3
7.3
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
7.1
7.1
7.1
7.1
7.1
7.1
7.1 7.1
7.1
7.1
7.1
7.1
7.1 7.1 7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9 6.9
6.9
6.9 6.9
6.9 6.9
6.9
6.9
6.9 6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8 6.8
6.8
6.8
6.8 6.8 6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
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 6.6 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
6.6
6.6 6.6
6.5
6.5 6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5 6.5 6.5
6.5 6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4 6.4 6.4
6.4
6.4
6.4
6.3 6.3
6.3
6.3
6.3
6.3
6.3 6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3 6.3 6.3
6.3 6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1 6.1
6.1
6.1
6.1
6.1 6.1 6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0 6.0
6.0
5.9 5.9 5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.8
5.8 5.8
5.8
5.7 5.7
5.7 5.7
5.7 5.7
5.7
5.7
5.7
5.7
5.7
5.7 5.7
5.7
5.7
5.6 5.6
5.6
5.6
5.6
5.6
5.65.5
5.5 5.5 5.5 5.5
5.5
5.4
5.4
5.4 5.4 5.4
5.4
5.4
5.4
5.4
5.4
5.3 5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2 5.2
5.2
5.1 5.1 5.1 5.1 5.1
5.1 5.1
5.1 5.1
5.1 5.1
5.0
5.0 5.0 5.0
5.0
4.9
4.9 4.9
4.9
4.8
4.8
4.6 4.6
4.6 4.5
4.4 4.4
4.4
4.3 4.3
4.2 4.24.1
3.9 3.83.6
-6
-6
-6
-6
-6
-6
-6 -6
-6
-6 -6
-6
17 APR 2025
FLOOD
RED NUN #10
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-103
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
P
C S
17.3
17.3
17.2
17.2
17.1
17.1
16.9
16.9
16.9
16.8
16.8
16.7
16.7
16.5
16.3
16.3
16.1
15.9
15.7
15.5
15.4
15.2
15.2
15.1
14.8
14.7
14.6
14.2
14.0
13.7
13.6
13.1
13.0
12.8
12.3
12.2
12.1
12.1
12.1
12.1
12.0
12.0
11.9
11.8
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.8 10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6 10.6
10.6
10.6
10.5
10.5
10.5
10.4
10.4 10.4
10.4
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
8.9
8.9
8.9 8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5 7.5 7.5
7.4
7.4
7.4 7.4
7.4 7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.2 7.2 7.2
7.2
7.2
7.2
7.1
7.1 7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9 6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8 6.8
6.8
6.8
6.8 6.8
6.8 6.8
6.8 6.8
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.5 6.5
6.5
6.5
6.5 6.5
6.5
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1 6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.7
5.7 5.7
5.7
5.6
5.6
5.6
5.5
5.5
5.5 5.5
5.5
5.4
5.4
5.4 5.4
5.3
5.3 5.3 5.3
5.2
5.2
5.2
5.2
5.25.1
5.1
5.0 5.0
4.9
4.94.8 4.6
4.6 4.6
4.5 4.5
4.4 4.4
4.3 4.1
-6
-6
-6
-6
-6
-6
6N
6S
17 APR 2025
FLOOD
GREEN / LIGHT #11
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
MATCH TO SHEET 7
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-104
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
209240.5291295986.3756S 209353.4361295987.0136N
P
C S
23.1
23.0
21.7
20.9
20.9
20.6
18.8
18.5
18.0
17.4
17.1
16.4
15.1
14.3
14.2
13.5
13.4
13.2
13.2
12.4
12.3
12.2
12.2
12.1
11.9
11.8
11.8
11.7
11.6
11.5
11.4
11.4 11.4
11.4
11.4
11.3
11.3 11.3
11.2
11.2
11.1
11.0
11.0
11.0
11.0
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6 10.6
10.5
10.5
10.5
10.5
10.5 10.5 10.5
10.5
10.5 10.4
10.4
10.4 10.4
10.4 10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2 10.2
10.2
10.2
10.2
10.2 10.2
10.1
10.1 10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9 9.9
9.9
9.9
9.8
9.8
9.89.8 9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7 9.79.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.79.7
9.6
9.6
9.6
9.6
9.6
9.69.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.49.4
9.4
9.49.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3 9.3
9.3 9.3
9.3
9.3
9.3
9.29.2
9.2
9.2
9.2 9.
9.2
9.2
9.2
9.29.2
9.2
9.2
9.2
9.2
9.2 9.2
9.2
9.2
9.2
9.2
9.19.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0 9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.09.0
9.0 9.0
8.98.98.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9 8.9
8.9
8.9
8.88.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8 8.7
8.7 8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7 8.7
8.6 8.6
8.6
8.6
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.58.5
8.5
8.5
8.5
8.5
8.5
8.5
8.58.5
8.5
8.5
8.5
8.5
8.5 8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.2
8.28.2
8.28.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.7
7.6
7.6
7.5
7.5
7.5
7.4
7.4
7.3
7.3
7.2
7.1
7.1
7.0
7.0
6.9
6.9
6.9 6.9
6.86.8
6.8
6.76.7
6.7
6.7
6.6
6.6
6.6
6.6
6.4
6.4
6.3
6.3
6.2
6.1
6.0
6.0
5.9
5.9
5.8 5.8
5.65.5 5.5
5.0
4.8
-6
7S
16 APR 2025
FLOOD
RED NUN #2
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T
H
E E
T
M A
T
E E
T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-105
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
P C
S
10.8
10.8
10.8 10.8
10.5 10.5
10.5 10.5 10.4
10.4
10.3
10.3
10.3
10.3 10.3 10.3
10.3 10.3
10.3 10.3
10.2
10.2
10.2 10.2
10.2
10.1
10.1
9.9 9.9
9.8
9.8 9.8 9.8
9.8 9.8
9.8
9.8
9.8
9.8
9.8
9.7 9.7
9.7
9.7
9.6
9.6 9.6
9.6
9.6
9.6
9.5 9.5
9.5
9.5
9.5
9.5
9.5 9.5 9.5 9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3 9.3
9.3
9.3 9.3
9.3
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.
9.2
9.1 9.1 9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9 8.9
8.9 8.9
8.9
8.8 8.8 8.8 8.8
8.8
8.8 8.8
8.8
8.8
8.8
8.8 8.8
8.8
8.8
8.8
8.8
8.8
8.7 8.7 8.7 8.7
8.7
8.7
8.7
8.7
8.7
8.6 8.6 8.6
8.6
8.6
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.4 8.4 8.4 8.4 8.4 8.4 8.4
8.4
8.3 8.3 8.3 8.3 8.3
8.3
8.3
8.2 8.2 8.2 8.2 8.2 8.2 8.2
8.2
8.2
8.2
8.1 8.1 8.1 8.1
8.1
8.0 8.0 8.0 8.0 8.0 8.0
8.0
8.0
7.9
7.9
7.9 7.9
7.9
7.9
7.8
7.8 7.8
7.7 7.7
7.7 7.7
7.7
7.7
7.7
7.7 7.7
7.6
7.6
7.6
7.6 7.6 7.6
7.5 7.5
7.5 7.5
7.5 7.5 7.5 7.5 7.5
7.4 7.4 7.4
7.4 7.4
7.4
7.4
7.3 7.3 7.3 7.3
7.3 7.3
7.3 7.3 7.3 7.3
7.2 7.2
7.2
7.2
7.2 7.2 7.2
7.1
7.1 7.1 7.1 7.1 7.1
7.1 7.1 7.1
7.1 7.1
7.1
7.1
7.0 7.0
7.0
7.0 7.0
7.0 7.0
7.0
7.0
6.9 6.9
6.9
6.9 6.9
6.9 6.9
6.9
6.9
6.9
6.9
6.8 6.8 6.8
6.8
6.8 6.8 6.8
6.8 6.8 6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7 6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.5
6.5
6.5
6.4 6.4
6.4
6.4 6.4
6.4
6.3
6.3
6.3 6.3 6.3
6.2 6.2
6.2
6.2 6.2 6.2
6.2
6.2
6.1
6.1 6.1 6.1
6.1
6.1 6.1 6.1 6.1 6.1 6.1
6.1
6.1
6.1
6.0
6.0
6.0 6.0 6.0
6.0
5.9
5.9
5.9 5.9
5.9
5.9 5.9
5.8 5.8 5.8
5.8 5.8
5.8
5.8 5.8 5.85.8 5.8 5.8
5.7
5.7
5.7
5.7
5.6
5.6 5.6
5.6 5.6 5.6 5.5 5.5 5.5 5.5 5.55.4
5.4
5.3
5.3 5.3
5.3
5.2
5.2
5.1 5.1 5.1
5.1
5.0 5.0
5.0
5.0 4.9 4.9 4.9
4.8
4.8 4.8
4.7
4.7 4.7 4.7 4.7
4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6
4.5
4.5 4.5 4.4
4.4 4.4 4.4 4.3
4.3
4.2 4.2
4.0 4.0
3.9 3.73.6
-6
-6
-6
-6 -6
-6
-6 -6-6
-6
-6
7N
7S
16 APR 2025
FLOOD
RED NUN #2
16 APR 2025
FLOOD
RED NUN #4
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T
E E
T
M A
T C
H T
O S
H E
E T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-106
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
210911.3581299217.6987S 211004.3291299179.7807N
P C
S
8.7 8.7
8.7
8.6
8.6 8.6
8.6
8.6
8.
8.5
8.5
8.4
8.4 8.
8.4
8.4
8.4
8.4
8.
8.3 8.
8.3 8.3 8.3
8.3
8.3
8.3 8.3
8.3
8.3
8.3
8.3
8.3
8.2 8.
8.
8.2 8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.
8.
8.
8.1 8.1
8.
8.1
8.1
8.1
8.1 8.1 8.1
8.
8.0
8.0 8.0
8.0
8.0
8.0 8.0
8.0
8.0
8.0
8.0 8.0
8.0
8.0 8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9 7.9 7.9
7.9
7.9 7.9
7.9 7.9
7.9 7.9
7.9
7.9
7.9
7.9
7.
7.8 7.8
7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.8 7.8
7.8 7.8
7.8 7.8
7.8 7.8
7.8
7.8 7.8
7.8
7.8 7.8
7.8
7.8
7.8 7.8
7.8 7.8
7.8
7.8
7.
7.
7.7 7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7 7.7
7.7
7.7 7.7
7.7
7.7 7.7
7.7
7.6
7.6 7.6
7.6
7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.6
7.6
7.6 7.6
7.6 7.6 7.6
7.6 7.6 7.6
7.6
7.6
7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5 7.5
7.5
7.5 7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.4 7.4
7.4 7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.
7.
7.3
7.3
7.3 7.3
7.3
7.3 7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.3
7.3
7.3 7.3 7.3
7.3
7.3 7.3
7.3
7.3 7.3
7.3 7.3
7.3 7.3
7.3
7.3
7.3
7.3
7.3
7.
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
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.
7.
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0 7.0
7.0 7.0 7.0
7.07.0
7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.
6.9
6.9
6.9 6.9
6.9
6.9 6.9
6.9 6.9
6.9
6.9
6.9
6.9 6.9
6.9
6.9
6.9
6.9
6.9 6.9
6.
6.
8 6.
6.
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8 6.8
6.8
6.8 6.8 6.8
6.8
6.8 6.8
6.
6.
6.7
6.7
6.7 6.7
6.7
6.7 6.7
6.7
6.7 6.7 6.7
6.7
6.7 6.7
6.7
6.7
6.7 6.7
6.7 6.7
6.7
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 6.6
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.
6.5 6.5 6.5
6.5 6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4 6.4
6.4
6.3 6.3
6.3
6.3
6.3 6.3 6.3 6.3 6.3
6.3 6.3 6.3
6.3
6.3 6.3
6.3 6.3
6.3 6.3 6.3
6.3 6.3
6.2 6.2
6.2
6.1
6.1
6.0 6.0 6.0 6.0
6.0 6.0 6.0 6.0
6.0
6.0
5.9 5.9
5.9
5.9 5.9
5.8
5.8
5.8 5.8
5.7
5.7
5.7 5.7
5.7
5.6
5.6
5.6 5.6 5.6
5.5
5.5
5.5 5.5
5.55.1
5.04.94.7 4.7
-6
-6
-6
-6
8N
8S
16 APR 2025
FLOOD
GREEN / LIGHT #5
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
M A
T
E E
T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-107
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
212181.6381303363.6478S 212271.2881303314.8918N
P
C S
10.3
10.3
10.2
10.1
10.1
10.0
9.99.9
9.9 9.9
9.8
9.8 9.7
9.7 9.7
9.79.7
9.7
9.7
9.6
9.69.6 9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.49.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.2 9.2
9.2
9.2
9.2 9.2
9.2
9.2
9.2
9.2
9.29.2
9.1
9.1
9.1
9.1
9.1 9.0
9.0
9.0
9.09.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.88.8
8.8
8.88.8
8.8
8.8
8.8
8.8
8.8
8.8 8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.68.6
8.6
8.6
8.6 8.6
8.58.58.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4 8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.38.38.38.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.28.28.28.2 8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1 8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.08.0
8.0
8.0
8.0
8.0
7.9
7.9 7.9
7.9
7.9
7.9
7.9
7.9
7.9 7.9
7.9
7.9
7.9
7.9
7.9
7.97.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8 7.8
7.8
7.8
7.87.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.77.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.77.7
7.7 7.7
7.7
7.6 7.6
7.67.6
7.6 7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.67.67.6
7.6
7.6
7.6
7.6 7.6
7.6
7.5 7.5
7.5
7.57.5
7.5
7.5
7.57.57.5
7.5
7.5
7.5
7.5
7.57.5 7.5
7.5
7.5
7.5
7.5
7.47.4 7.4
7.4 7.4
7.47.4
7.4 7.4
7.4
7.4
7.4
7.4
7.3 7.3
7.37.3 7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.37.3 7.37.37.3
7.3
7.37.3
7.3
7.37.3
7.3
7.3 7.3
7.3
7.2
7.27.2 7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1 7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.07.07.0
7.0
7.0
6.9
6.96.9
6.96.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.76.7
6.7
6.7 6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6 6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.56.5
6.5
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3 6.3
6.3
6.2
6.2
6.2
6.2
6.1
6.16.1
6.0
6.0
5.9
5.9
5.9
5.95.9
5.8
5.8
5.8
5.8
5.8
5.8 5.8
5.8
5.7
5.7
5.6
5.6
5.5
5.5
5.5
5.5
5.4 5.3
5.2
5.2
5.1
5.1
5.0
5.0
4.2
4.2
-6
-6
-6
-6
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T
E E
T
M A
T
E E
T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-108
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
P C
S
10.3
10.3
10.2
10.1
10.1
9.9
9.9
9.
9.7
9.7 9.7
9.
9.6
9.6
9.6 9.6
9.6
9.6
9.6 9.
9.
9.5
9.5
9.5
9.
9.5
9.
9.4
9.4
9.4
9.4
9.
9.
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2 9.2
9.2
9.2
9.2
9.
9.
9.
9.
9.
9.1
9.
9.0
9.0
9.0
9.
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.
8.
8.
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8 8.8
8.8
8.
8.7
8.7
8.7
8.7
8.
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.
8.
8.5
8.5
8.5
8.5 8.5 8.5
8.5
8.5 8.5
8.5
8.5
8.5
8.
8.
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.
8.3
8.3
8.3 8.3
8.3
8.3
8.3
8.
8.
8.2 8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.
8.
8.1 8.1
8.1
8.1 8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.
8.0
8.0 8.0
8.0
8.0
8.
7.9 7.9
7.9
7.9
7.9
7.9 7.9
7.9
7.9 7.9 7.9
7.8
7.8
7.87.8
7.8 7.8
7.8 7.8 7.8
7.8 7.8
7.8
7.8 7.8
7.8
7.
7.
7.7
7.7 7.7
7.7 7.7
7.7 7.7
7.7 7.7
7.7
7.7
7.6
7.6
7.6
7.
7.
7.
7.
7.5 7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.5 7.5 7.5
7.5
7.5 7.5 7.5
7.5
7.5
7.
7.
7.
7.4 7.4
7.4 7.4 7.4
7.4
7.4 7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.
7.
7.
7.3 7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.
7.3
7.
7.3
7.3
7.
7.
7.2
7.2 7.2 7.2
7.2 7.2
7.2
7.2
7.
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1 7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0 7.0 7.0 7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.7 6.7
6.7 6.7
6.7
6.6 6.6
6.6 6.6
6.6
6.6
6.6
6.5
6.5 6.5
6.5
6.5 6.5
6.5 6.5
6.5
6.5 6.5
6.5
6.4
6.4
6.4
6.36.3 6.3
6.3 6.3
6.3
6.3
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1 6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
5.9
5.8
5.8
5.8
5.85.8 5.8
5.8
5.8
5.8 5.8
5.7
5.7 5.7
5.7 5.7
5.7
5.6
5.6
5.6
5.6 5.6
5.6 5.6
5.5
5.5
5.5 5.4
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.1 5.1
5.1
5.1
5.1 5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.8
4.8
4.8
4.8
4.7
4.74.6
4.6
4.6
4.5
4.5
4.5
4.4 4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.2
4.2 4.2
4.1
4.1
4.0 3.9
3.9
3.9
3.8
3.8
3.7 3.7
3.7
3.6 3.6
3.5
3.4
3.4 3.4
3.4
3.3
3.3 3.1
3.1 3.0
2.9
2.9
2.8
2.8
2.8
2.7
2.7
2.7
2.6
2.6
2.5
2.5
2.4
2.4
2.3
2.3
2.2
2.2
2.2 2.2
2.0
1.9
1.8
1.8 1.71.6
1.5
1.4
1.3
1.3
1.2
1.1
1.1
-6
-6 -6
-6 -6
8AN
8AS
9N
9S
16 APR 2025
SLACK
RED / LIGHT #6
16 APR 2025
EBB
GREEN CAN #7
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
M A
T
E E
T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-109
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
215061.3571306790.1699S 215150.0181306740.2359N
P C
S
10.6
10.5
10.5
10.2
10.1 10.1
10.1
10.1 10.1 10.1
10.1
10.1
10.0
10.0
9.9 9.9
9.9
9.9
9.8
9.8
9.7
9.7
9.7
9.7
9.6
9.6 9.6
9.6
9.6
9.5 9.5
9.5
9.4 9.4
9.4
9.4
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.1
9.1 9.1
9.1
8.9 8.9
8.9 8.9
8.9 8.9
8.8
8.8
8.8
8.7
8.7 8.7
8.7
8.7
8.7 8.7
8.6
8.6
8.5 8.5
8.5
8.5
8.5 8.5
8.5
8.4
8.4
8.4 8.4
8.3
8.2
8.2
8.1
8.1
8.1 8.1
8.1 8.1
8.1 8.1
8.1 8.1
8.0 8.0 8.0
8.0 8.0
8.0 8.0
8.0 8.0
8.0 8.0 8.0 8.0
8.0
7.9
7.9 7.9
7.97.9 7.9 7.9 7.9
7.9 7.9
7.8
7.8 7.8
7.8
7.8
7.77.7 7.7 7.7
7.7
7.7
7.7 7.7
7.7
7.7
7.7
7.7 7.7
7.6 7.6
7.6
7.6 7.6
7.6 7.6
7.6 7.6
7.6 7.6
7.6
7.6
7.5
7.5
7.5
7.5 7.5
7.4 7.4 7.4 7.4
7.4
7.4
7.3
7.3 7.3
7.3
7.3
7.3
7.3
7.3 7.3 7.3
7.3
7.2 7.2
7.2
7.1
7.1
7.1 7.1
7.1 7.1 7.1
7.0
7.0
7.0 7.07.0 7.0
6.9
6.9 6.96.96.9 6.9 6.9 6.9
6.8 6.8
6.8
6.8
6.8 6.8 6.8
6.8
6.7 6.7
6.7 6.7 6.7 6.76.7
6.6 6.6
6.5 6.5
6.5 6.5
6.4
6.4
6.4 6.4
6.3 6.3
6.3
6.3
6.2
6.1 6.05.9
5.7 5.6 5.5 5.5
5.4 5.3 5.3 5.3
5.35.25.1 5.1 -6
-6
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
100' 200'0
S U
R V
E Y
L I M
I T
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M A
Y
W D
S C
X
X
W
D S
B
A
G
R I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-110
(BASIC WORK 1)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
215968.0181309463.7364 216062.7211309431.6203
P C
S
10.4
10.3 9.9
9.8
9.6 9.6
9.5
9.5
9.5
9.4 9.4
9.4
9.3 9.3
9.39.2
9.2 9.2
9.2
9.1 9.1
9.1 9.1
9.1
9.1
9.0 9.0
9.0 9.0
9.0
9.0 9.0
9.0
8.9
8.9
8.8
8.8 8.88.7
8.7
8.7
8.7
8.6 8.6
8.6
8.6
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.5 8.5
8.5
8.5
8.5
8.5
8.5 8.5
8.4 8.4 8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3 8.3
8.2 8.2 8.2
8.2
8.2 8.2
8.2 8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1 8.1
8.1
8.0 8.0
8.0
8.0
8.0
8.0
8.0
7.9 7.9
7.9
7.9
7.9 7.9
7.9 7.9
7.8
7.8 7.8 7.8 7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.6
7.6 7.6
7.6 7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6 7.6
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.4
7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.3 7.3
7.3 7.3
7.3
7.3 7.3 7.3
7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.2
7.2
7.2 7.2 7.2
7.2
7.2
7.2
7.1
7.1 7.1
7.1
7.1
7.0 7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9 6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9 6.9 6.9
6.9
6.8
6.8
6.8
6.7
6.7 6.7 6.7
6.7
6.6
6.6
6.6
6.5 6.5 6.5
6.5 6.5
6.5
6.5
6.5
6.4 6.4
6.4
6.4 6.4
6.4
6.4
6.4
6.3 6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3 6.3
6.2 6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1 6.1
6.1
6.1
6.1
6.1 6.1 6.1
6.0
6.0
6.0
6.0
6.0
6.0 6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9 5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8 5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7 5.7
5.7
5.6
5.6
5.6 5.6 5.6
5.5 5.5
5.5 5.5
5.5 5.5
5.5
5.5
5.5 5.5
5.5 5.5
5.4
5.4 5.4
5.3 5.3
5.3 5.3
5.3 5.3
5.3
5.3 5.3
5.2
5.2
5.2
5.2
5.2
5.2 5.2
5.1 5.1
5.1
5.1
5.1
5.1
5.1 5.1
5.1
5.0
5.0
5.0
5.0 5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.7
4.74.6
4.6
4.6 4.6 4.6
4.6 4.6
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.2 4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.0
4.04.0
4.0
4.0
4.0
3.9
3.8
3.8
3.7
3.7 3.7
3.6
3.6
3.5
3.4
3.3
3.3
3.2
3.2
3.1
3.1
2.9
2.9 2.9
2.8
2.8
2.8
2.6 2.01.9
1.9
1.7
1.6
1.3
1.1
1.1
1.1 1.1
1.1
1.1 1.1
1.0
0.9
0.8 0.8
0.8 0.8
0.7
0.7
0.6 0.6
0.6 0.4
0.1 -0.0
-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
+0.3
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
100' 200'0
S U
R V
E Y
L I M
I T
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-111
(BASIC WORK 2)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
225470.9871326938.7626 225566.5921326909.4415
P C
S
11.9
11.9 11.8
11.8
11.7
11.7
11.7
11.6
11.5
11.4
11.3
11.3 11.3
11.3 11.3
11.3
11.3
11.2
11.2
11.2 11.2
11.1
11.1
11.0 11.0
11.0
11.0
10.9
10.9 10.9
10.9
10.8
10.8
10.7 10.7
10.7 10.7
10.6 10.6 10.6
10.6
10.5 10.5
10.5
10.4
10.4 10.4
10.4
10.4
10.4
10.3
10.2
10.2
10.2 10.2 10.2
10.2
10.2
10.2
10.1
10.1
10.0
10.0 10.0
10.0 10.0 10.0 10.0
10.0
10.0
10.0
10.0
9.9 9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7 9.7
9.6 9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4 9.4
9.4
9.3
9.3 9.3 9.3 9.3
9.2 9.2
9.2 9.2 9.2
9.2 9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1 9.1 9.1
9.1
9.1
9.1
9.1
9.0
9.0 9.0
9.0
9.0 9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9 8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7 8.7
8.6
8.6
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5 8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5 8.5
8.4
8.4 8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3 8.3
8.3
8.3
8.3 8.3 8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2 8.2 8.2
8.2
8.2
8.1
8.1 8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1 8.1
8.1 8.1
8.1
8.1
8.1 8.1 8.1
8.0
8.0 8.0 8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
7.9 7.9 7.9 7.9 7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9 7.9
7.97.9
7.9 7.9
7.9
7.9
7.9
7.8 7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7 7.7 7.7
7.7
7.7
7.7 7.7
7.7 7.7
7.7 7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.7
7.6 7.6 7.6 7.6 7.6 7.6
7.6
7.6
7.6 7.6
7.6 7.6
7.6
7.6
7.6 7.6
7.6 7.6
7.5
7.5
7.5
7.5 7.5
7.5 7.5 7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.3 7.3 7.3 7.3
7.3
7.3 7.3 7.3
7.3 7.3 7.3
7.2
7.2
7.2
7.2 7.2 7.2
7.2
7.2
7.2 7.2
7.1
7.1 7.1 7.1
7.1 7.1
7.0 7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0 7.0
7.0 7.0 7.0 7.0
6.9
6.9
6.9 6.9
6.9
6.9
6.9
6.9 6.9
6.8
6.8 6.8
6.8 6.8 6.8 6.8 6.8 6.8
6.7
6.7 6.7
6.7 6.7
6.6
6.6
6.6
6.6
6.6
6.6 6.6 6.6 6.6
6.5 6.5
6.5 6.5 6.5
6.4 6.3
6.3
6.3 6.3
6.3 6.3
6.2 6.2
6.2
6.2
6.1
6.1
6.1 6.1
6.1
6.0 6.0
6.0
6.0
6.0
5.9 5.9
5.9 5.9
5.9
5.9 5.9
5.9
5.9 5.9
5.8
5.8 5.8
5.6 5.6
5.6 5.6
5.5
5.3 5.3
5.2
5.2 5.15.0
4.7 4.7 4.74.6
4.5
4.54.4 4.4
4.3
4.3
4.3 4.3
4.2
4.2 4.1
3.9
3.9 3.9
3.93.73.4 3.33.2 3.23.1 3.0
3.0
2.92.7 2.72.6
2.5 2.4 2.4 2.3
2.3 2.32.2
2.2
2.1 2.1
-6 -6-6
-6
-6
-6
-6
-6
15 APR 2025
FLOOD
GREEN / LIGHT #23
15 APR 2025
FLOOD
RED / LIGHT #24
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-112
(BASIC WORK 2)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
P C
S
13.9
13.6
13.6
13.2
12.9
12.9 12.9
12.9
12.8
12.8
12.7
12.7
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.2 12.1
12.1 12.1
12.1
12.0
12.0
12.0 12.0
11.9 11.9
11.9
11.9
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.5 11.5
11.4
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.1
11.1
11.0 10.9
10.9
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7 10.7
10.6
10.6 10.6
10.6
10.5
10.5
10.4
10.4 10.4
10.4
10.4 10.4
10.3
10.3 10.3
10.3
10.2
10.2 10.2
10.1
10.1
10.1
10.0 10.0
9.9
9.9 9.9
9.9
9.8
9.8 9.8
9.7
9.7
9.7 9.7
9.6
9.6
9.6
9.6 9.6
9.5
9.5
9.5
9.4
9.4
9.4
9.4 9.4
9.3
9.3
9.3
9.2
9.2 9.2
9.2
9.2
9.2
9.1
9.1
9.1 9.1
9.1
9.1 9.1
9.0
9.0
9.0
9.0
9.0 9.0
9.0 9.0
9.0
8.9
8.9
8.9
8.9 8.9 8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7 8.7
8.7
8.6
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.6 8.6
8.6 8.6
8.5 8.5
8.5
8.5
8.5 8.5 8.5 8.5 8.5
8.4
8.4
8.4
8.4 8.4
8.3
8.3
8.3
8.3 8.3
8.3
8.3 8.3
8.3
8.3
8.2
8.2 8.2
8.2
8.2
8.2
8.2 8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.0
8.0 8.0
8.0
7.9
7.9 7.9
7.9
7.9 7.9
7.9 7.9
7.9 7.9 7.9
7.9
7.9 7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.7
7.7
7.7
7.6
7.6 7.6 7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.5
7.5
7.5
7.5 7.5
7.4
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1 7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.8 6.8
6.8
6.8
6.8
6.7 6.7 6.7
6.7 6.7
6.6
6.6
6.6
6.6 6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5 6.5
6.4 6.4
6.4 6.4
6.4
6.3
6.3 6.3
6.3
6.3
6.3
6.3 6.3
6.3 6.3
6.2
6.2
6.2 6.2
6.2 6.2 6.2
6.1 6.1
6.1
6.1
6.1 6.1
6.1
6.1
6.1
6.0
6.0
6.0
5.9 5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8 5.8 5.8
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.4
5.4
5.4 5.4
5.4 5.4
5.3
5.3
5.3
5.2 5.2
5.2 5.1
5.1
5.0
5.0
5.0
4.8 4.8
4.8
4.8
4.7
4.6
4.6
4.6
4.6 4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.2
4.2
4.2
4.1
4.1
4.1
4.0 4.0
4.0
3.9
3.8
3.7
3.7
3.6
3.6
3.4
3.4
3.4
3.3
3.2
3.2
3.2
3.1
3.1
3.0
3.0 3.0
2.9
2.8
2.7
2.7
2.6
2.5
2.5
2.4
2.4
2.4 2.4
2.3
2.3
2.3
2.1
2.0
1.9
1.9 1.8
1.6
1.61.5
1.1
1.1
1.1
1.0
1.0
0.7
0.7
0.6
0.5
0.2
0.1 -6
-6
-6
-6
-6
-6 -6
-6-6
-6
-6
-6
-6-6
-6
-6
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
M A
T C
H T
O S
H E
E T
100' 200'0
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-113
(BASIC WORK 2)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
P C
S
9.1 9.1
9.0
8.9
8.9 8.9
8.9
8.9
8.8 8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.6 8.6 8.6
8.6 8.6 8.6
8.6
8.6 8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.5 8.5
8.4
8.4
8.4
8.3
8.3 8.3
8.3
8.3 8.3 8.3
8.2
8.2 8.28.1
8.0
8.0
8.0 8.0 8.0
7.9 7.9 7.9
7.9 7.9
7.9
7.8
7.8
7.7 7.77.6
7.6
7.5
7.3 7.2 7.2 7.2 7.17.0
6.7
6.5
6.1
6.0
6.0
5.9
5.9 5.9
5.9
5.9
5.9 5.9
5.9 5.9
5.8
5.8
5.8
5.8
5.8
5.7
5.7 5.7
5.7
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5 5.5 5.5 5.5 5.5
5.4 5.4
5.4 5.4 5.4
5.4
5.4
5.4 5.4
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.1 5.1
5.1
5.0 5.0
5.0
5.0 5.0
5.0
4.9
4.9 4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.7 4.7
4.7
4.6
4.6
4.6
4.6
4.5
4.5 4.5 4.5 4.5 4.5
4.4
4.4
4.4 4.4
4.4
4.2
4.2
4.1
4.1
4.1 4.1 4.1
4.0
4.0
4.0
4.0
4.0
3.9 3.9
3.8
3.8
3.8 3.8
3.8 3.8 3.8
3.7
3.7 3.7
3.6
3.6
3.63.5 3.5
3.53.33.23.02.72.41.91.61.4
-6 -6
-6-6
-6
13N
13S
100' 200'0
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
M A
T C
H T
O S
H E
E T
S U
R V
E Y
L I M
I T
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
E D
G I N
G L
I M
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
A
P R
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-114
(BASIC WORK 2)
NAVIGATION AID
CHANNEL POINT ID
SOUNDING
6' CONTOUR
CHANNEL TOE
5N
5.
-6
SHEET LEGEND
SHOALS TO BE DREDGED (BASE/OPTION CLIN)
228126.4271335597.0628 228222.0281335567.7427
SLOPE 1V:15HTOP OF BERM +8' + 0.5'
BASELINE
PLACEMENT
START OF BEACH
E
N
,8
.9
P R
O
E
N
,0
.5
P R
O
E
N
,3
.1
P R
O
E
N
,6
.3
P R
O
3.0
2.8
2.8
2.7
2.7
2.7
1.9
1.9
1.8
1.7
1.7
1.5
1.1
0.8
0.8
0.8
0.8 0.7
0.6
0.5
0.1
+0.0
+0.1
+0.3 +0.4
+0.5
+0.6
+0.6
+0.6
+1.0
+1.2
+1.2
+1.4+1.5
+1.5 +1.7
+2.3
+2.3
+2.6
+2.6 +2.7
+3.7
+3.8
+4.0
+4.0
+4.2
+4.3 +4.4
+4.8 +4.9
+5.0
+5.2
+5.2 +5.3
+5.6 +5.8
+6.2
+6.3
+6.3
+6.3
+6.4
+6.7
+6.7
+6.8
+6.8
+7.2
+7.3
+7.4
+7.4
+7.5
+7.5
+7.6
+7.6
+7.8
+7.9
+8.1
+8.2
+8.3
+8.3
+8.4
+8.4
+8.5
+8.5
+8.7
+8.8
+8.8
+9.0
+9.1
+9.3
+9.3
+9.4
+9.6
+9.7
+9.7
+9.7
+9.7
+9.8+10.2
+10.4
+10.6
+10.9
+11.0
+11.0
+11.1
+11.2
+11.2
+11.3
+11.4
+11.7
+11.8
+11.9
+12.0
+12.2
+12.4
+12.6
+12.6 +12.7
+12.8
+13.1
+13.3
+13.4
+13.4
+13.6 +13.8
+14.0
+14.0
+14.1 +14.2
+14.3
+14.4 +14.5
+14.5
+14.8
+15.7
+15.7
+15.9
+15.9
+15.9
+15.9
+16.5
+16.7
+16.7
+16.9+17.0
+17.6
+17.6
+20.1
MLLW
MLW
MHW
MLLW
MLW
MHW
MLLW
MLLW
100' 200'0
SMITH POINT
(NAVD 1988)17.24' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:AE4708)END RM 1
(NAVD 1988)12.31'ELEVATION:
BENCHMARK:
LOCAL CONTROL
S
P C
S
E
N
,9
.6
S T
A
E
N
,2
.3
S T
A
E
N
,4
.0
S T
A
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
M
I T
H P
O I N
T C
O U
N T
Y P
A
K
M
A Y
W
D S
C
X
X
W D
S B
A
G R
I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
M
A Y
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-115
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
SLOPE 1V:15H
BASELINE
TOP OF BERM +8' + 0.5'
PLACEMENT
START OF BEACH
ELEVATION
TAPER TO EXISTING
P R
O
N
,4
.7
E
P R
O
N
,2
.7
E
P R
O
N
,1
.2
E
P R
O
N
,5
.6
E
P R
O
N
,7
.9
E
P R
O
N
,8
.2
E
P R
O
N
,9
.7
E
4.7
4.2
4.1
4.1
4.0
3.8
3.8
3.7
3.5
3.5
3.4
3.0
2.9
2.9
2.8
2.6
2.4
2.3
2.2
2.2 1.4
1.3
1.3
1.3
1.0
0.4
0.4
+0.6
+0.7
+0.7
+0.8 +1.3 +1.5
+2.1
+2.6
+2.7
+2.9
+3.2
+3.2
+3.7
+4.0
+4.0 +4.0
+4.2
+4.3
+4.4
+4.4
+4.5
+4.5
+4.5
+4.6
+4.6
+4.6
+4.6
+4.7
+4.7
+4.7
+4.7
+4.8
+4.8
+4.9 +4.9
+4.9 +4.9
+5.0
+5.0
+5.0
+5.0
+5.1
+5.2
+5.2
+5.2
+5.2
+5.3
+5.6 +5.6
+5.7
+5.8
+6.0
+6.0
+6.0
+6.0
+6.0
+6.1
+6.3
+6.4
+6.4
+6.4
+6.4
+6.5
+6.5
+6.6
+6.6
+6.6
+6.7
+6.7
+6.8
+6.9
+6.9
+6.9
+6.9
+6.9
+7.0
+7.0
+7.0
+7.0
+7.0
+7.1
+7.1
+7.1 +7.1
+7.2
+7.2
+7.2
+7.2
+7.3
+7.3
+7.4
+7.4
+7.4
+7.4
+7.4
+7.4
+7.4
+7.5
+7.5
+7.5
+7.5
+7.5
+7.5
+7.5
+7.5
+7.6
+7.6
+7.7 +7.8
+7.8 +7.8
+7.8
+7.8
+7.8
+7.8
+8.0
+8.0
+8.1
+8.1
+8.2
+8.2
+8.2
+8.3
+8.3
+8.4
+8.5
+8.5+8.6
+8.8
+8.8
+8.8
+8.8
+8.9
+8.9
+8.9
+9.0
+9.0
+9.3
+9.3
+9.4
+9.5
+9.6 +9.7
+9.7
+9.8
+9.9
+9.9
+10.0
+10.0
+10.0
+10.1
+10.1
+10.3
+10.3
+10.5
+10.6
+10.6
+10.6
+10.7
+10.7
+10.7
+10.9
+11.0
+11.0
+11.1
+11.2
+11.2+11.3
+11.5
+11.5
+11.5
+11.6
+11.6
+11.6
+11.6
+11.8
+11.8
+11.9
+11.9
+11.9
+12.0
+12.0
+12.0
+12.0
+12.1
+12.1
+12.3
+12.3
+12.5
+12.5
+12.6
+12.6
+12.7
+12.7
+12.8
+12.8
+12.9
+13.0
+13.0
+13.0
+13.0
+13.1
+13.2
+13.3
+13.3
+13.4
+13.4
+13.4
+13.5
+13.7 +13.7
+13.7
+13.7
+13.7
+13.8
+14.2
+14.2
+14.3
+14.3
+14.4
+14.4
+14.4
+14.4
+14.7
+14.7
+14.8
+14.8
+14.8
+14.9
+14.9
+14.9
+14.9
+14.9
+15.0
+15.1
+15.1
+15.2
+15.2
+15.3
+15.4
+15.4
+15.6
+15.7
+15.8
+15.8
+15.9
+15.9
+15.9
+16.0
+16.0
+16.1
+16.2
+16.3
+16.4
+16.4
+16.5
+16.7
+16.8
+16.8
+16.9
+16.9
+17.1
+17.2
+17.2
+17.3
+17.3
+17.5
+17.5
+17.8
+17.9
+18.1
+18.4
+19.4
+19.5
MLLW
MLW
MHW
MLLW
MLW
MHW
100' 200'0
RTK CUP
(NAVD 1988)4.42' ELEVATION:
BENCHMARK:
NSRS BENCHMARK
(PID:AA9073)MORICHES
(NAVD 1988)4.86'ELEVATION:
BENCHMARK:
LOCAL CONTROL
S
P C
S
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
U
P S
O G
U E
B E
A C
H C
O U
N T
Y P
A
K
M A
Y
W
D S
C
X
X
W
D S
B
A
G
R I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
M
A Y
O N
E I
N C
H
F
E E
T
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-116
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
(PRO 108-2) 0+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
STA 4+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
(PRO 108-3) 8+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
STA 12+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
(PRO 109) 16+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
STA 20+00
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
(PRO 109-1) 23+92
-200 -100 0 100 200 300
0 0
10 10
20 20
30 30
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
10' 20'0
VERTICAL
100' 200'0
HORIZONTAL
DISTANCE FROM BASELINE = 30'
DISTANCE FROM BASELINE = 30'
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
HYDRAULIC BEACH FILL
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
HYDRAULIC BEACH FILL
DISTANCE FROM BASELINE = 30'
HYDRAULIC BEACH FILL
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
M
I T
H P
O I N
T C
O U
N T
Y P
A R
K P
R O
F I L
M A
Y
W
D S
C
X
X
W
D S
B
A
G
R I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
M
A Y
S E
E G
R A
P H
I C
S C
A L
E
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-117
DISTANCE FROM BASELINE = 30'
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
HYDRAULIC BEACH FILL
MHW
MHW
MLW
MLW
MHW
MLW
MHW
MLW
(PRO 13) 0+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
(PRO 14) 4+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
(PRO 15) 8+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
(PRO 16) 12+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
(PRO 17) 16+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
(PRO 18) 20+00
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
(PRO 19) 21+70
-200 -100 0 100 200 300 400 500
0 0
10 10
20 20
30 30
10' 20'0
VERTICAL
100' 200'0
HORIZONTAL
* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO GI-101.
DISTANCE FROM BASELINE = 375'
DISTANCE FROM BASELINE = 340'
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
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
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
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
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 A
T E
S O
F S
U R
V E
Y
R E
F I
S C
A L
E
S O
L I C
I T
A T
I O
N
N E
W Y
O R
K D
I S
T R
I C
T
D A
T E
N E
W Y
O R
K
N E
W Y
O R
K
O P
E R
A T
I O
N S
D I V
I S
I O
N
T E
C H
N I C
A L
S U
P P
O R
T S
E C
T I O
N
C E
N A
N O
P S
T
U .S
A
R M
Y C
O R
P S
O F
E N
G I N
E E
R S
A P
P R
O V
E D
A P
P R
O V
E D
R E
V
IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
N T
R A
C T
N O
A P
P R
O V
A L
D A
T E
M
A Y
P L
A N
S
S P
E C
S U
R V
U
P S
O G
U E
B E
A C
H C
O U
N T
Y P
A R
K P
R O
F
IL
M A
Y
W
D S
C
X
X
W
D S
B
A
G
R I F
F I N
S U
F F
O L
K C
O U
N T
Y
N Y
M
A
IN
T E
N A
C N
E D
R E
D G
IN
G
F E
D E
R A
L N
A V
IG
A
T
IO
N P
R O
J E
C T
L O
N G
I S
L A
N D
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
M
A Y
S E
E G
R A
P H
I C
S C
A L
E
R
F E
R G
U S
O N
K
P E
T E
R S
O N
M O
S E
B A
C K
C-118
DISTANCE FROM BASELINE = 340'
DISTANCE FROM BASELINE = 340'
DISTANCE FROM BASELINE = 340'
DISTANCE FROM BASELINE = 340'
DISTANCE FROM BASELINE = 375'
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
+ 0.5' TOLERANCE
8' ELEVATION
TOP OF BERM:
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
HYDRAULIC BEACH FILL
MHW
MLW
MHW
MLW
MHW
MLW
MHW
MLW
MHW
MLW
MHW
MLW
MHW
MLW
| LIIW25 Sheet 1 |
| LIIW25 Sheet 2 |
| LIIW25 Sheet 3 |
| LIIW25 Sheet 4 |
| LIIW25 Sheet 5 |
| LIIW25 Sheet 6 |
| LIIW25 Sheet 7 |
| LIIW25 Sheet 8 |
| LIIW25 Sheet 9 |
| LIIW25 Sheet 10 |
| LIIW25 Sheet 11 |
| LIIW25 Sheet 12 |
| LIIW25 Sheet 13 |
| LIIW25 Sheet 14 |
| LIIW25 Sheet 15 |
| LIIW25 Sheet 16 |
| LIIW25 Sheet 17 |
| LIIW25 Sheet 18 |
| LIIW25 Sheet 19 |
| LIIW25 Sheet 20 |
File details come from the government source that posted it. Updated .