20210621_FIMP ct1_100PCT.pdf
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- Attached to
- Fire Island Inlet to Montauk Point, Suffolk County, NY, Contract 1 Project : Fire Island Inlet
- Solicitation number
- W912DS21B0014
About this file
This solicitation notice seeks proposals for a federal construction contract. The U.S. Army Corps of Engineers Engineering District New York is soliciting bids for the Fire Island Inlet to Montauk Point project in Suffolk County, New York under solicitation number W912DS21B0014. The contract involves work on Fire Island Inlet. Proposals are due by the date specified in the attached solicitation documents. The solicitation and specifications are provided as an attachment to guide offerors in preparing their responses for the services required under this contract to be awarded by the Army Corps of Engineers.
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PROJECT AREA
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
FIRE ISLAND INLET TO MONTAUK POINT
CONTRACT 1 - DREDGING FIRE ISLAND INLET
PLACEMENT AT GILGO BEACH AND ROBERT MOSES
SUFFOLK COUNTY, NEW YORK
W912DS21B0014
+XXXXXX-XX-X-XXXX
06/14/2021
STATE PARK AND CPF CONSTRUCTION
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US Army Corps of Engineers ®
DRAWING INDEX
COVER SHEET AND DRAWING INDEX
GENERAL PLAN AND NOTES
CPF’S GENERAL PLAN
GILGO BEACH FILL STA. 13+00 TO STA. 40+00
GILGO BEACH FILL STA. 45+00 TO STA. 72+00
GILGO BEACH FILL STA. 72+00 TO STA. 100+00
GILGO BEACH FILL STA. 100+00 TO STA.127+00
ROBERT MOSES BEACH FILL STA. 70+00 TO STA. 95+00
ROBERT MOSES BEACH FILL STA. 95+00 TO STA.123+00
ROBERT MOSES BEACH FILL STA.123+00 TO STA.150+00
ROBERT MOSES BEACH FILL STA.150+00 TO STA.178+00
ROBERT MOSES BEACH FILL STA.178+00 TO STA. 206+00
ROBERT MOSES BEACH FILL STA. 206+00 TO STA. 234+00
ROBERT MOSES BEACH FILL STA. 234+00 TO STA. 260+00
EBB SHOAL DREDGE SHEET
CHANNEL DREDGE SHEET STA. 00+00 TO STA. 35+00
CHANNEL DREDGE SHEET STA. 35+00 TO STA. 92+00
CPF 1-DEMOCRAT POINT WEST PLAN
CPF 1-DEMOCRAT POINT WEST PLAN
CPF 2-DEMOCRAT POINT EAST PLAN
GILGO BEACH CROSS SECTION SHEET STA. 18+00 TO 42+00
GILGO BEACH CROSS SECTION SHEET STA 45+00 TO 69+00
GILGO BEACH CROSS SECTION SHEET STA 72+00 TO 96+00
GILGO BEACH CROSS SECTION SHEET STA 99+00 TO 123+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 75+00 TO 99+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 102+00 TO 126+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 129+00 TO 153+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 156+00 TO 180+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 183+00 TO 207+00
ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 210+00 TO 234+00
CHANNEL AND SEDIMENT CROSS SECTIONS
CPF 1-CROSS SECTIONS
CPF 1-CROSS SECTIONS
CPF 2- CROSS SECTIONS
ATTACHMENT 1 - TOBAY BEACH OPTION SHEETS
ATTACHMENT 2 - OVERLOOK BEACH OPTION SHEETS
G-001 G-101 G-102 C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113 C-114 C-120 C-121 C-122 C-301 C-302 C-303 C-304 C-305 C-306 C-307 C-308 C-309 C-310 C-311 C-320 C-321 C-322
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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
APPROVAL RECOMMENDED BY:
Andre Chauncey, P.E.
CHIEF, CIVIL RESOURCES BRANCH
APPROVAL RECOMMENDED BY:
John M. Wong, P.E.
(ACTING) CHIEF, DESIGN BRANCH
APPROVAL RECOMMENDED BY:
Robert J. Gerrits
(ACTING) DEPUTY CHIEF, ENGINEERING DIVISION
APPROVAL RECOMMENDED BY:
Encer R. Shaffer, P.E.
CHIEF, ENGINEERING DIVISION
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
PROJECT AREA
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STA. 2
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ROBERT MOSES
STATE PARK
GILGO BEACH
GILGO BEACH REFERENCE LINE
ROBERT MOSES STATE PARK
REFERENCE LINE
BASIN 'C'
BASIN 'B'
BASIN 'A'
OPTION 1
TOBAY BEACH FILL AREA
OPTION 2 OVERLOOK BEACH
PLACEMENT AREA
EASTERN
DEPOSITION
AREA
EASTERN
DEPOSITION
AREA
RMSP STAGING
AREA
GILGO BEACH
STAGING AREA
SHIPWRECK
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LOCAL CONTROL DATA
BENCHMARK WAR-6
ELEVATION 2.54' (NAVD 88)
NSRS BENCHMARK
BENCHMARK: R375 (PID:KU0724)
ELEVATION 8.88' (NAVD 88)
GENERAL NOTES:
1. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE
RESULTS OF SURVEY MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME. THE
SURVEY WAS TAKEN ON MARCH 2021
2. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM
STATION "WAR-6" AND MEETS EM 1119-2-103 ACCURACY STANDARDS.
3. CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
4. THE TOPOGRAPHIC DATA ON THIS SURVEY MAP MEETS 1110-1-1005 ACCURACY
STANDARDS.
5. COORDINATES REFER TO US STATE PLAN COORDINATES SYSTEM NAD1983
LONG ISLAND LAMBERT - ZONE 3104 US SURVEY FEET.
6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88) IN US SURVEY FEET
7. SOUNDINGS ON THESE PLANS REFER TO THE PLANE OF NAVD 88.
*PLANE OF MEAN HIGH WATER (MHW) IS 1.2-1.8 ABOVE NAVD 88.
*PLANE OF MEAN LOW WATER (MLW) IS 1.6-2.2 BELOW NAVD 88.
*PLANE OF MEAN LOWER LOW WATER (MLLW) IS 1.8-2.4 BELOW NAVD 88
DETERMINED USING VDATUM (VER 4.0.1 EPOCH 1983-2001). THE
CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES OF
WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION
8. AERIAL IMAGERY PROVIDED BY USACE NY SURVEY SECTION ON MARCH-2021
AND MEET EM 1110-1-1000 ACCURACY STANDARDS.
9. THIS MAP IS CEPD COMPLIANT
10. GROUND SURFACE HIGHER THAN PROPOSED SHALL NOT BE DISTURBED.
11. PROPOSED DUNE SHALL BE VEGETATED
12. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY DAMAGE AND
RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE THAT MAY BE CAUSED
BY THE CONTRACTORS EQUIPMENT OR CONSTRUCTION AT THE CONTRACTORS
EXPENSE
13. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION BY
CONTRACTORS.
14. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN THE
BEACH FILL LIMITS PRIOR TO SAND PLACEMENT (NO DEBRIS SHALL BE BURIED)
15. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE
LINE.
16. APPROXIMATE LOCATION OF SHIPWRECK IDENTIFIED ON PLANS AT 165416.72 N,
1182033.20 E TO BE AVOIDED.
LEGEND
6IN TOLERANCE
EXISTING GROUND
PROPOSED SAND FILL BERM.
MLW
MHW
TOP OF THE SLOPE
BOTTOM OF THE SLOPE
CHANNEL AND DEPOSITION BASINS COORDINATES
POINT NORTHING EASTING
PT1 170048.9090' 1178289.1830'
PT2 170059.1170' 1176339.0540'
PT3 168912.8810' 1174044.0300'
PT4 167809.6260' 1173526.4220'
PT5 164803.4830' 1174041.8020'
PT6 164727.4450' 1173598.2720'
PT7 167872.8460' 1173059.0180'
PT8 169245.5740' 1173703.0500'
PT9 170509.6750' 1176233.6480'
PT10 170498.9040' 1178291.0150'
PT11 170758.9020' 1178292.0740'
PT12 170769.9960' 1176172.9650'
PT13 170242.1080' 1175116.1870'
PT14 169437.7970' 1173506.0410'
PT15 167909.3730' 1172788.9620'
PT16 164683.5110' 1173342.0110'
PT17 164639.5770' 1173085.7500'
PT18 167945.9000' 1172518.9070'
PT19 169630.0190' 1173309.0320'
PT20 170474.7030' 1175000.0000'
PT21 170668.9840' 1174225.2930'
PT22 170014.4639' 1172915.0136'
PT23 168018.9541' 1171978.7956'
PT24 164551.7128' 1172573.2265'
PT25 165091.3370' 1175720.8240'
PT26 169456.5640' 1176475.0860'
PT27 169449.2637' 1178286.7854'
EBB SHOAL AREA COORDINATES
POINT NORTHING EASTING
1D 166814.2000' 1172040.1400'
2D 163546.8700' 1172517.3800'
3D 163334.6800' 1171518.7200'
4D 164511.6700' 1168685.7200'
5D 166811.3500' 1169432.0600'
ROBERT MOSES STATE PARK REFERENCE LINE POINTS
POINT STATION NORTHING EASTING DISTANCE DIRECTION
RMSP9 156+42.61 167,602.0187' 1,192,323.5101'
878.632' N77° 33' 19.41"E
RMSP10 165+21.24 167,791.3601' 1,193,181.4989'
495.442' N77° 33' 17.12"E
RMSP11 170+16.69 167,898.1311' 1,193,665.2992'
1,375.798' N77° 58' 01.90"E
RMSP12 183+92.49 168,184.9462' 1,195,010.8691'
1,373.463' N77° 20' 57.34"E
RMSP13 197+65.95 168,485.7446' 1,196,350.9887'
1,194.529' N77° 33' 17.66"E
RMSP14 209+60.48 168,743.1703' 1,197,517.4494'
179.190' N77° 33' 24.73"E
RMSP15 211+39.67 168,781.7805' 1,197,692.4306'
884.878' N75° 33' 36.94"E
RMSP16 220+24.54 169,002.4351' 1,198,549.3559'
665.550' N75° 34' 06.02"E
RMSP18 226+90.15 169,168.3069' 1,199,193.9047'
1,546.334' N73° 43' 24.54"E
RMSP19 242+36.48 169,601.7029' 1,200,678.2615'
1,547.846' N74° 05' 31.86"E
RMSP20 257+84.33 170,025.9526' 1,202,166.8308'
GILGO BEACH REFERENCE LINE
POINT PI STATION NORTHING EASTING DISTANCE DIRECTION
GB1 0+00.00 163,612.7058' 1,148,296.9519'
2,314.554' N70° 27' 39.05"E
GB2 23+14.55 164,386.8106' 1,150,478.2181'
1,436.165' N70° 36' 37.07"E
GB3 37+50.72 164,863.6054' 1,151,832.9273'
1,287.758' N70° 42' 19.69"E
GB4 50+38.48 165,289.1117' 1,153,048.3548'
988.981' N70° 38' 53.70"E
GB5 60+27.46 165,616.8271' 1,153,981.4603'
871.891' N70° 39' 58.47"E
GB6 68+99.35 165,905.4844' 1,154,804.1820'
806.145' N66° 27' 40.83"E
GB7 77+05.49 166,227.4329' 1,155,543.2488'
1,295.256' N67° 36' 31.57"E
GB8 90+00.74 166,720.8333' 1,156,740.8481'
917.281' N67° 17' 28.99"E
GB9 99+18.02 167,074.9449' 1,157,587.0218'
876.503' N67° 59' 04.57"E
GB10 107+94.53 167,403.5071' 1,158,399.6128'
5,304.919' N67° 30' 52.92"E
GB11 160+99.45 169,432.3543' 1,163,301.2401'
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FIMP CT1 G-103.dgn Plot 6/10/2021 3:10:40 PM
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NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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5 5
DUNE PLANTING
N.T.S.
PLANTING
EL.14.0
SAND FENCE AT THE TOE OF THE PROPOSED DUNE
EL.8.5
6" TOLERANCE
EL. -1.0
3" Ø MIN, ROUND POST OR 2"x2" WOODEN
POST OR AS APPROVED EQUAL
ATTACH SAND FENCE TO POST
WITH 14 GAUGE GALVANIZED WIRE
1/2" X 1 1/2" SLATS
FIVE ROWS 12.5 GAUGE GALVANIZED
WIRE STRANDS
MIN. 8' LONG
WOOD POST
NOTES:
1. POSTS SHALL NOT BE SPACED FARTHER THAN 10' ON CENTER.
2. WOOD SLATS SHALL BE 4'-0" LONG.
3. SAND FENCE ALIGNMENT SHALL BE PARALLEL TO TOE OF NEW DUNE.
SAND FENCE DETAIL
N.T.S
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. THE AREA BETWEEN PROPOSED DUNE AND EXISTING ELEVATION
TO BE FILLED IN WHERE NECESSARY TO AVOID DIP IN ELEVATION
8. PROPOSED DUNE SHOULD BE TAPERED TO MEET EXISTING ON A
1:5 SLOPE
9. DEBRIS IN GENERAL VICINITY OF FORMER COAST GUARD
LIFESAVING STATION. HEAVY MACHINERY AND STAGING TO BE
AVOIDED IN THIS AREA
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C-103
SHEET 6 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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C-104
SHEET 7 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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L
C-105
SHEET 8 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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AC
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L
C-106
SHEET 9 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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AC
H
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IL
L
C-107
SHEET 10 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
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L
C-108
SHEET 11 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
F
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AC
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IL
L
C-109
SHEET 12 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
F
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AC
H
F
IL
L
C-110
SHEET 13 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
F
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+0
TO
S
TA
. 2
+0
R O
BE
R
T M
O
SE
S
BE
AC
H
F
IL
L
C-111
SHEET 14 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
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EN
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_E
3E N
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/4 /2
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M O
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US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
EB
B
SH
O
AL
D R
ED
G
E
SH
EE
T
C-112
SHEET 15 OF 34
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. MAXIMUM DREDGING CUT DEPTH IS -14 FT NAVD88, THERE IS NO
ALLOWABLE OVERDEPTH
F
ED
ER
AL
P
LA
ZA
R O
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N
EW
Y
O R
K, N
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8-
N
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D
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TR
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EW
Y
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K, N
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-3
0-
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SI
D
FI
R
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IS
LA
N
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O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
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G
IN
G F
IR
E
IS
LA
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IN
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T
PL
AC
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EN
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IL
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O B
EA
C
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R O
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O
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S
ST
AT
E
PA
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SU
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C
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TY
, N
EW
Y O
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0%
S U
BM
IS
SI
O
N
EBB SHOAL AREA COORDINATES
POINT NORTHING EASTING
1D 166814.2000' 1172040.1400'
2D 163546.8700' 1172517.3800'
3D 163334.6800' 1171518.7200'
4D 164511.6700' 1168685.7200'
5D 166811.3500' 1169432.0600'
-20
-10
-10
-15-15
-15
-15
-15
-10
-10
-10
-10
-10
-15
-15
-5
-5
-5
-5
-2
-1 0-10
-10 -10
-10
-15
-15
-1
-10
-1
-1
-2
-10
-10
-1
-10
-15
-1
-5
-1 0-10-1
-1 0 0-5
ST
A.
+0
ST
A.
+0
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
STA. 35+00
STA. 40+00
PT4
PT7
PT15
PT18
PT25
TOE OF CHANNEL
TO
E
OF
C
HA
NN
EL
CHANNEL REFERENCE LINE
250' BUFFER AREA
C
DEPOSITION BASIN 'A'
DEPOSITION BASIN 'B'
DEPOSITION BASIN 'C'
EASTERN DEPOSITION BASIN
0'
0'
0'
0'
W
ID
TH
V
AR
IE
S45 0'
0'
0'
0'
W
ID
TH
V
AR
IE
S
1D
PT5
PT6
ENV. SENSITIVE AREA 3
N 165286.54 E 1174823.93
PT16
PT17
PT23
PT24
C - 1 1 4 M A T C H L I N E
C - 1 1 4 M A T C H L I N E
N 16 5,0
E 1,174,000
E 1,175,000
N 16 6,0
N 16 7,0
N 1
,00
N 1
,00
N 167189.84 E 1172210.99
N 167514.06 E 1172096.81
N 167843.51 E 1173267.52
N 167511.66 E 1173331.70
RE
Q
UI
RE
D M
O
NI
TO
RI
NG
A
RE
A
N 167254.17 E 1172452.13
N 167449.15 E 1173153.30
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
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G \D
M S2
\F
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P_ C
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SH
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8:
:2
AM
/1 6/
AE
C
_N C
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M O
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
PL
AN
S
H
EE
T
ST
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0+
T O
S
TA
5+
C
H
AN
N
EL
D R
ED
G
E
SH
EE
T
C-113
SHEET 16 OF 34
CHANNEL AREA TO BE DREDGED
(-14 FT MLW +2 FT ALLOWABLE OVERDEPTH)
DEPOSITION BASIN AREA TO BE DREDGED
(-14 FT MLW +2 FT ALLOWABLE OVERDEPTH)
TYPICAL CROSS SECTION
MLW
-14'(MLW) REQUIRED DEPTH
SLOPE 1V ON 3 H
ALLOWABLE
OVERDEPTH
REQUIRED DREDGING AREA
WITHIN CONTRACT LIMIT
10'
15'
5'
0'
20' -16' (MLW) (REQUIRED DEPTH + 2'
ALLOWABLE OVERDEPTH)
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. THERE SHALL BE NO DREDGING IN THE 250' BUFFER AREAS DESIGNATED ON THE
PLANS
8. SEE SHEET G-101 FOR CHANNEL AND DEPOSITION BASIN COORDINATES
9. MONITORING IS REQUIRED WITHIN THE AREA IDENTIFIED ON THE PLANS
F
ED
ER
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P
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R O
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8-
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TR
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EW
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K, N
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-3
0-
AN
SI
D
FI
R
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IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
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O
SE
S
ST
AT
E
PA
R
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SU
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O
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C
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N
TY
, N
EW
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S U
BM
IS
SI
O
N
CHANNEL AND DEPOSITION BASINS COORDINATES
POINT NORTHING EASTING
PT1 170048.9090' 1178289.1830'
PT2 170059.1170' 1176339.0540'
PT3 168912.8810' 1174044.0300'
PT4 167809.6260' 1173526.4220'
PT5 164803.4830' 1174041.8020'
PT6 164727.4450' 1173598.2720'
PT7 167872.8460' 1173059.0180'
PT8 169245.5740' 1173703.0500'
PT9 170509.6750' 1176233.6480'
PT10 170498.9040' 1178291.0150'
PT11 170758.9020' 1178292.0740'
PT12 170769.9960' 1176172.9650'
PT13 170242.1080' 1175116.1870'
PT14 169437.7970' 1173506.0410'
PT15 167909.3730' 1172788.9620'
PT16 164683.5110' 1173342.0110'
PT17 164639.5770' 1173085.7500'
PT18 167945.9000' 1172518.9070'
PT19 169630.0190' 1173309.0320'
PT20 170474.7030' 1175000.0000'
PT21 170668.9840' 1174225.2930'
PT22 170014.4639' 1172915.0136'
PT23 168018.9541' 1171978.7956'
PT24 164551.7128' 1172573.2265'
PT25 165091.3370' 1175720.8240'
PT26 169456.5640' 1176475.0860'
PT27 169449.2637' 1178286.7854'
B
C
D
E
F
G
H
J
K
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M
N
P
SHEET ID
C :\P
W W
O R
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EN
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EN
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_E
3E N
H
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\F
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SH
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2:
:0
PM
/4 /2
AE
C
_N C
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M O
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
PL
AN
S
H
EE
T
ST
A.
5+
T O
S
TA
2+
C
H
AN
N
EL
D R
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G
E
SH
EE
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C-114
SHEET 17 OF 34
CHANNEL AREA TO BE DREDGED
(-14 FT MLW +2 FT ALLOWABLE OVERDEPTH)
DEPOSITION BASIN AREA TO BE DREDGED
(-14 FT MLW +2 FT ALLOWABLE OVERDEPTH)
TYPICAL CROSS SECTION
MLW
-14'(MLW) REQUIRED DEPTH
SLOPE 1V ON 3 H
ALLOWABLE
OVERDEPTH
REQUIRED DREDGING AREA
WITHIN CONTRACT LIMIT
10'
15'
5'
0'
20' -16' (MLW) (REQUIRED DEPTH + 2'
ALLOWABLE OVERDEPTH)
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND
REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105
THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112
TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. THERE SHALL BE NO DREDGING IN THE 250' BUFFER AREAS
DESIGNATED ON THE PLANS
8. SEE SHEET G-101 FOR CHANNEL AND DEPOSITION BASIN
COORDINATES
F
ED
ER
AL
P
LA
ZA
R O
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N
EW
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O R
K, N
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8-
N
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D
IS
TR
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EW
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O R
K, N
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-3
0-
AN
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IS
LA
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TA
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PO
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C O
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AC
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- D
R
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G
IN
G F
IR
E
IS
LA
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IN
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PL
AC
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EN
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AT
G
IL
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O B
EA
C
H A
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R O
BE
R
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S
ST
AT
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PA
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SU
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O
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N
TY
, N
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0%
S U
BM
IS
SI
O
N
CHANNEL AND DEPOSITION BASINS COORDINATES
POINT NORTHING EASTING
PT1 170048.9090' 1178289.1830'
PT2 170059.1170' 1176339.0540'
PT3 168912.8810' 1174044.0300'
PT4 167809.6260' 1173526.4220'
PT5 164803.4830' 1174041.8020'
PT6 164727.4450' 1173598.2720'
PT7 167872.8460' 1173059.0180'
PT8 169245.5740' 1173703.0500'
PT9 170509.6750' 1176233.6480'
PT10 170498.9040' 1178291.0150'
PT11 170758.9020' 1178292.0740'
PT12 170769.9960' 1176172.9650'
PT13 170242.1080' 1175116.1870'
PT14 169437.7970' 1173506.0410'
PT15 167909.3730' 1172788.9620'
PT16 164683.5110' 1173342.0110'
PT17 164639.5770' 1173085.7500'
PT18 167945.9000' 1172518.9070'
PT19 169630.0190' 1173309.0320'
PT20 170474.7030' 1175000.0000'
PT21 170668.9840' 1174225.2930'
PT22 170014.4639' 1172915.0136'
PT23 168018.9541' 1171978.7956'
PT24 164551.7128' 1172573.2265'
PT25 165091.3370' 1175720.8240'
PT26 169456.5640' 1176475.0860'
PT27 169449.2637' 1178286.7854'
FIMP CT1 C-120.dgn Plot 6/10/2021 2:40:31 PM
FIMP CT1 C-121.dgn Plot 6/10/2021 2:42:07 PM
FIMP CT1 C-122.dgn Plot 6/10/2021 3:05:02 PM
RL
STA. 18+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 21+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 24+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 27+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 30+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 33+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 36+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 39+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 42+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
145 FT 145 FT
145 FT145 FT 145 FT
145 FT 145 FT
145 FT
GILGO BEACH SECTION VIEWS
NO FILL PROPOSED
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
8+
T O
S
TA
2+
G
IL
G
O B
EA
C
H C
R O
SS
S
EC
TI
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S H
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C-301
SHEET 21 OF 34
C :\P
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AE
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M O
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
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R S
F
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ER
AL
P
LA
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R O
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8-
N
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Y O
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D
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TR
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K, N
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-3
0-
AN
SI
D
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IS
LA
N
D T
O M
O N
TA
U
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PO
IN
T
C O
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TR
AC
T
- D
R
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G
IN
G F
IR
E
IS
LA
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IN
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T
PL
AC
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EN
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AT
G
IL
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O B
EA
C
H A
N D
R O
BE
R
T M
O
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S
ST
AT
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PA
R
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SU
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O
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C
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, N
EW
Y O
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0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
0 10 205
100 20050
STA. 45+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 48+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 51+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 54+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 57+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 60+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 63+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 66+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 69+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
145 FT
145 FT 145 FT
145 FT 145 FT
GILGO BEACH SECTION VIEWS
NO FILL PROPOSED NO FILL PROPOSED
NO FILL PROPOSED
NO FILL PROPOSED
EL 14.0 FT
25'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
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SHEET ID
C :\P
W W
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EN
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/4 /2
AE
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
5+
T O
S
TA
9+
G
IL
G
O B
EA
C
H C
R O
SS
S
EC
TI
O N
S H
EE
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C-302
SHEET 22 OF 34
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R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. THE AREA BETWEEN PROPOSED DUNE AND EXISTING ELEVATION TO BE FILLED IN WHERE NECESSARY TO AVOID DIP IN ELEVATION
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
STA. 72+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 75+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 78+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 81+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 84+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 87+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 90+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 93+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 96+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
145 FT 145 FT145 FT
145 FT 145 FT 145 FT
145 FT 145 FT 145 FT
GILGO BEACH SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
ER
G \D
M S2
\F
IM
P_ C
T1 C
SH
EE
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.D
W G
2:
:5
PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
E3
EN
H
ER
G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
2+
T O
S
TA
6+
G
IL
G
O B
EA
C
H C
R O
SS
S
EC
TI
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S H
EE
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C-303
SHEET 23 OF 34
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D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 99+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 102+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 105+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 108+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 111+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 114+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 117+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 120+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 123+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
145 FT 145 FT145 FT
145 FT 145 FT 145 FT
145 FT 145 FT 145 FT
GILGO BEACH SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
ER
G \D
M S2
\F
IM
P_ C
T1 C
SH
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.D
W G
2:
:0
PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
E3
EN
H
ER
G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
9+
T O
S
TA
+0
G
IL
G O
B
EA
C H
C R
O
SS
S
EC
TI
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N S
H
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C-304
SHEET 24 OF 34
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TR
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EW
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O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 75+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 78+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 81+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 84+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 87+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 90+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 93+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 96+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 99+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
ER
G \D
M S2
\F
IM
P_ C
T1 C
SH
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.D
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2:
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PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
E3
EN
H
ER
G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
5+
T O
S
TA
9+
R
O
BE
R T
M O
SE
S
C R
O
SS
S
EC
TI
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N S
H
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C-305
SHEET 25 OF 34
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TR
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EW
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O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 102+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 105+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 108+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 111+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 114+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 117+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 120+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 123+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 126+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
ER
G \D
M S2
\F
IM
P_ C
T1 C
SH
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.D
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2:
:1
PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
E3
EN
H
ER
G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
+0
TO
S
TA
+0
R O
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R
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O
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S C
R O
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S
EC
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C-306
SHEET 26 OF 34
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D
IS
TR
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EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
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G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 129+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 132+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 135+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 138+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 141+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 144+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 147+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 150+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 153+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
O R
K\ C
EN
AN
\C
EN
AD
_E
3E N
H
ER
G \D
M S2
\F
IM
P_ C
T1 C
SH
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.D
W G
2:
:2
PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
E3
EN
H
ER
G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
+0
TO
S
TA
+0
R O
BE
R
T M
O
SE
S C
R O
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S
EC
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C-307
SHEET 27 OF 34
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TR
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K, N
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0-
AN
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FI
R
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LA
N
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U
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PO
IN
T
C O
N
TR
AC
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- D
R
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G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 156+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 159+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 162+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 165+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 168+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 171+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 174+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 177+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 180+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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:3
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/4 /2
AE
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US Army Corps of Engineers
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. A R
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N
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V
AL
U E
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V
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SREGSR
/E
G
EG
ST
A.
+0
TO
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BE
R
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SE
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SS
S
EC
TI
O N
S H
EE
T
C-308
SHEET 28 OF 34
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
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IS
LA
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IN
LE
T
PL
AC
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EN
T
AT
G
IL
G
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EA
C
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R
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ST
AT
E
PA
R
K
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FF
O
LK
C
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N
TY
, N
EW
Y O
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0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 183+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 186+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 189+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 192+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 195+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 198+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 201+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 204+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 207+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
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EN
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2:
:4
PM
/4 /2
AE
C
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G
US Army Corps of Engineers
U .S
. A R
M Y
C O
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EN
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EE
R S
O
PT
IO
N
AL
V
AL
U E
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PT
IO
N
AL
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AL
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/E
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ST
A.
+0
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SE
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TI
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S H
EE
T
C-309
SHEET 29 OF 34
F
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ER
AL
P
LA
ZA
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EW
Y
O R
K, N
Y
8-
N
EW
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R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
E
IS
LA
N
D T
O M
O N
TA
U
K
PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
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IN
LE
T
PL
AC
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T
AT
G
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C
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FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 210+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 213+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 216+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 219+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 222+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 225+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 228+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 231+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
RL
STA. 234+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
130 FT
130 FT 130 FT 130 FT
130 FT
130 FT130 FT130 FT
130 FT
ROBERT MOSES STATE PARK SECTION VIEWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
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EN
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H
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G \D
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2:
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PM
/4 /2
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C
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M O
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G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
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G
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S
EC
TI
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S H
EE
T
C-310
SHEET 30 OF 34
F
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ER
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LA
ZA
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K, N
Y
8-
N
EW
Y O
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D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
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IS
LA
N
D T
O M
O N
TA
U
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PO
IN
T
C O
N
TR
AC
T
- D
R
ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
SCALE:1"H=100'
SCALE:1"V=10'
STA. 20+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 600 700 8000-100-200-300-400-500-600-700-800-900-1000-1100-1200
STA. 40+00
-30
-20
-10
-30
-20
-10
0 100 2000-100-200-300-400-500-600-700-800-900-1000-1100-1200
STA. 60+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 100 200 300 400 5000-100-200-300-400-500-600-700-800
FIRE ISLAND INLET CROSS SECTION VIEWS
CHANNEL REFERENCE LINE
225 FT
CHANNEL
REFERENCE
LINE
CHANNEL REFERENCE LINE
260 FT260 FT520 FT
225 FT260 FT260 FT520 FT
225 FT260 FT260 FT102 FT
225 FT
225 FT
225 FT 356 FT
575 FT
-18' NAVD88 2FT ALLOWABLE OVERDEPTH
DEPOSITION BASIN 'C' DEPOSITION BASIN 'B' DEPOSITION BASIN 'A' EASTERN DEPOSITION BASINFIRE ISLAND INLET CHANNEL
DEPOSITION BASIN 'C' DEPOSITION BASIN 'B' DEPOSITION BASIN 'A' FIRE ISLAND INLET CHANNEL
DEPOSITION BASIN 'B' DEPOSITION BASIN 'A' EASTERN DEPOSITION BASINFIRE ISLAND INLET CHANNEL
DEPO.
BASIN 'C'
-16' NAVD88 REQUIRED DEPTH
-18' NAVD88 2FT ALLOWABLE OVERDEPTH
-16' NAVD88 REQUIRED DEPTH
-18' NAVD88 2FT ALLOWABLE OVERDEPTH
-16' NAVD88 REQUIRED DEPTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
C :\P
W W
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2:
:0
PM
/4 /2
AE
C
_N C
S_ 4_
M O
N O
.C
TB
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EN
H
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G
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
SREGSR
/E
G
EG
ST
A.
0+
T O
0+
FI
R E
IS
LA
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IN
LE
T C
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SS
S
EC
TI
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S H
EE
T
C-311
SHEET 31 OF 34
F
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LA
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K, N
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8-
N
EW
Y O
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IS
TR
IC
T N
EW
Y
O R
K, N
Y
-3
0-
AN
SI
D
FI
R
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IS
LA
N
D T
O M
O N
TA
U
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PO
IN
T
C O
N
TR
AC
T
- D
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ED
G
IN
G F
IR
E
IS
LA
N D
IN
LE
T
PL
AC
EM
EN
T
AT
G
IL
G
O B
EA
C
H A
N D
R O
BE
R
T M
O
SE
S
ST
AT
E
PA
R
K
SU
FF
O
LK
C
O U
N
TY
, N
EW
Y O
R K
0%
S U
BM
IS
SI
O
N
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, LEGENDS, GENERAL NOTES, AND REFERENCE LINE
ALIGNMENT DATA SEE SHEET G-101.
3. FOR GILGO BEACH FILL PLAN SEE SHEETS C-101 THROUGH C-104.
4. FOR ROBERT MOSES STATE PARK PLAN SEE SHEETS C-105 THROUGH C-111.
5. FOR CHANNEL AND DEPOSITION BASIN PLAN SEE SHEETS C-112 TO C-114.
6. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
7. MAXIMUM DREDGING CUT DEPTH IS -14 MLW FOR THE CHANNEL AND
DEPOSITION BASINS, AND A 2 FT ALLOWABLE DREDGING OVERDEPTH
8. MAXIMUM DREDGING CUT DEPTH SHOWN ON THE CROSS SECTIONS ARE
APPROXIMATED IN NAVD88 AND DETERMINED USING VDATUM; THE
CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES OF
WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION
SCALE:1"H=100'
SCALE:1"V=10'
FIMP CT1 C-320.dgn Plot 6/10/2021 2:52:15 PM
FIMP CT1 C-321.dgn Plot 6/10/2021 2:53:22 PM
FIMP CT1 C-322.dgn Plot 6/10/2021 2:54:53 PM
File details come from the government source that posted it. Updated .