FIMI PIR RTA Plan Sheets.pdf
PDF 22 MB Posted
- Attached to
- FIMI PL 84-99 FY23 Federal contract opportunity
- Solicitation number
- W912DS23B0006
About this file
This document provides details on a federal solicitation for beach rehabilitation work along the Fire Island Inlet to Moriches Inlet shoreline in Suffolk County, New York. The U.S. Army Corps of Engineers, New York District is seeking bids for approximately 800,000 cubic yards of beach fill to be dredged from an offshore borrow area using a hopper dredge and placed along the shoreline from Saltaire to Seaview. There is also an option for an additional 500,000 cubic yards of fill to replenish the Downtown Montauk Beach shoreline. Bids are due under Solicitation Number W912DS23B0006 by the specified response date. The awarded contractor will be responsible for dredging sand from the Atlantic Ocean Borrow Area and replenishing the specified shoreline areas as part of the Fire Island Inlet to Moriches Inlet PL 84-99 Rehabilitation Project for fiscal year 2023.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 FIMI Bid Abstract Final.pdf | ||
| B.08.03 Amendment 05.pdf | ||
| B.08.03 Amendment 04.pdf | ||
| B.08.03 Amendment 03.pdf | ||
| B.08.03 Amendment 02 DRAFT_2023 SUP USACE Saltaire to Seaview Sand Placement.pdf | ||
| B.08.03 Amendment 02 FIMI PIR Amendment 2 Sheets.pdf | ||
| B.08.03 Amendment 02 00 31 24.01 18.pdf | ||
| B.08.03 Amendment 02.pdf | ||
| B.08.03 Amendment 01.pdf | ||
| B.08.03 Amendment 01 Borrow_Area_AD.txt | TXT text file | |
| B.08.03 Amendment 01 BA_01_DTM_20220915_OT_5207_30_FULL.txt | TXT text file | |
| B.08.03 Amendment 01 200612_Fire_Island_Borrow_Area_AD.txt | TXT text file | |
| B.08.03 Amendment 01 FIMI PIR Amend 1 Sheets.pdf | ||
| B.08.03 Amendment 01 06 13 35.00 18.pdf | ||
| B.08.03 Invitation for Bid W912DS23B0006.pdf | ||
| FIMI PIR_RTA_PCNT_Specification_05-08-2023.pdf | ||
| B.08.03 Invitation for Bid W912DS23B0006.pdf |
Show all 17
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
© 2023 Microsoft Corporation Earthstar Geographics SIO © 2022 TomTom
PROJECT AREA
PROJECT AREA
(OPTION 1)
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
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
FIRE ISLAND INLET TO MORICHES INLET
PL 84-99 REHABILITATION PROJECT
SALTAIRE TO SEAVIEW
SUFFOLK COUNTY, NEW YORK
W912DS23B0006
+XXXXXX-XX-X-XXXX
+MMMMMMMMM YYYY
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
O
VE
R S
H
EE
T
AN
D D
R
AW
IN
G
IN
D
EX
G-001
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
G -0
C
O
VE
R S
H
EE
T
AN
D D
R
AW
IN
G
IN
D
EX
.D
W G
:3
9:
A M
/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
US Army Corps of Engineers ®
DRAWING INDEX
DRAWING No. DRAWING TITLE SHEET PAGE No.
G-001 COVER SHEET AND DRAWING INDEX 1
G-101 GENERAL PLAN AND ALIGNMENT DATA 2
G-102 BORROW AREA PLAN 3
G-103 OPTION 1 - DOWNTOWN MONTAUK GENERAL PLAN SHEET 4
C-101 BEACH FILL PLAN SHEET STA. 300+00 TO 328+00 5
C-102 BEACH FILL PLAN SHEET STA. 328+00 TO 356+00 6
C-103 BEACH FILL PLAN SHEET STA. 356+00 TO 384+00 7
C-104 BEACH FILL PLAN SHEET STA. 384+00 TO 413+00 8
C-105 BEACH FILL PLAN SHEET STA. 413+00 TO 441+00 9
C-106 BEACH FILL PLAN SHEET STA. 441+00 TO 463+00 10
C-107 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 1 11
C-108 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET2 12
C-109 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 3 13
C-301 CROSS SECTION SHEET STA. 301+00 TO 325+00 14
C-302 CROSS SECTION SHEET STA. 325+00 TO 352+00 15
C-303 CROSS SECTION SHEET STA. 352+00 TO 377+00 16
C-304 CROSS SECTION SHEET STA. 377+00 TO 404+00 17
C-305 CROSS SECTION SHEET STA. 404+00 TO 431+00 18
C-306 CROSS SECTION SHEET STA. 431+00 TO 458+00 19
C-307 OPTION 1 - DOWNTOWN MONTAUK CROSS SECTION SHEET 1 20
C-308 OPTION 1 - DOWNTOWN MONTAUK CROSS SECTION SHEET 2 21
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
O
N
290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00
PT24 PT25 PT26 PT27 PT28 PT29
PT30
PT31 PT32
PT33
PT34 PT35
GREAT SOUTH BAY
ATLANTIC OCEAN
SALTAIRE
SEAVIEW
NN
GENERAL NOTES:
1. TOPOGRAPHIC AND BATHYMETRIC SURVEY DATA IS FROM USACE NAN FIELD SURVEY TAKEN JUNE 2022
2. COORDINATES REFER TO NEW YORK LONG ISLAND STATE PLANE COORDINATE SYSTEM NAD83 (NYLISPCS
NAD83) US SURVEY FEET
3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET
4. THE PLANE OF MEAN HIGH WATER AS SHOWN IS +2.0 FT NAVD88
5. THE PLANE OF MEAN LOW WATER AS SHOWN IS -2.0 FT NAVD88
6. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE AND RESTORE ANY
INTERRUPTION TO ANY UTILITY SERVICE THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
CONSTRUCTION AT THE CONTRACTORS EXPENSE
8. EXISTING SANDBAGS ON THE BERM SHALL BE REMOVED PRIOR TO SAND FILL. EXISTING BAGS THAT FALL
WITHIN THE DUNE FOOTPRINT BELOW THE PROPOSED DUNE MAY REMAIN
9. PROPOSED DUNE SHALL BE VEGETATED
10. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE. DASHED DUNE LINES
REPRESENT THE AREA(S) WHERE EXISTING DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.
FIMP SURVEY CONTROLS
DESCRIPTION EASTING NORTHING ELEVATION
USACE MOSES AZ 1195582.74 169028.03 13.85'
USACE ROBBINS REST 1215301.00 174563.69 6.00'
USACE SAILORS HAVEN 1232524.96 179557.59 15.81'
USACE PINE AZ 1247656.72 184384.14 21.05'
USACE PLOVER AZ 1266457.37 193277.77 6.88'
USACE FIIS OTIS 1284609.57 202311.83 8.13'
USACE FLOYD AZ 1299223.19 208820.19 9.40'
DUNE PLANTING DETAIL
N.T.S.
SAND FENCE AT THE TOE OF THE PROPOSED DUNE
EL.14.0
5 5
PLANTING
EL.8.5
EL. -1.0
6" TOLERANCE
25' TYP
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
4' -0
" M
IN
4' -0
" M
IN
MIN. 8' LONG
WOOD POST
NOTES:
1. POSTS SHALL NOT BE SPACED FARTHER THAN 10' ON CENTER.
2. WOOD SLATS SHALL BE AT MINIMUM 4'-0" LONG.
3. SAND FENCE ALIGNMENT SHALL BE PARALLEL TO TOE OF NEW DUNE.
SAND FENCE DETAIL
N.T.S
SCALE:1"=600'
LEGEND
6IN TOLERANCE
ESTIMATED EXISTING GROUND
PROPOSED SAND FILL BERM.
MLW
MHW
TOP OF THE SLOPE
BOTTOM OF THE SLOPE
PEDESTRIAN CROSSOVER
VEHICULAR CROSSOVER
MLW
MHW
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
G
EN
ER
AL
P
LA
N
A N
D A
LI
G
N M
EN
T
D
AT
A
G-101
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
O
N
REFERENCE LINE COORDINATES
POINT PI STATION NORTHING EASTING DISTANCE DIRECTION
Pt. 24 298+45.71 171,236.9085' 1,206,042.2176'
785.295' N70° 23' 06.32"E Pt. 25 306+31.01 171,500.5296' 1,206,781.9423'
1,085.844' N71° 59' 04.33"E
Pt. 26 317+16.85 171,836.3527' 1,207,814.5511'
1,355.698' N72° 21' 03.94"E
Pt. 27 330+72.55 172,247.3778' 1,209,106.4396'
3,070.703' N72° 54' 14.42"E
Pt. 28 361+43.25 173,150.0831' 1,212,041.4589'
2,174.970' N71° 27' 51.28"E
Pt. 29 383+18.22 173,841.4981' 1,214,103.6029'
2,027.546' N74° 09' 15.36"E
Pt. 30 403+45.77 174,395.1159' 1,216,054.1026'
1,934.337' N75° 48' 58.90"E
Pt. 31 422+80.10 174,869.0874' 1,217,929.4717'
896.190' N75° 23' 41.77"E
Pt. 32 431+76.29 175,095.0660' 1,218,796.7026'
959.794' N74° 53' 57.90"E
Pt. 33 441+36.09 175,345.1062' 1,219,723.3553'
917.045' N74° 49' 43.33"E Pt. 34 450+53.13 175,585.1021' 1,220,608.4390'
613.285' N72° 52' 24.55"E
Pt. 35 456+66.42 175,765.7039' 1,221,194.5293'
© 2022 Microsoft Corporation Earthstar Geographics SIO
2C-2
2C-1
2C-6
2C-3
2C-4
2C-5
BORROW AREA 2C
PROJECT LOCATION
Pt.5
Pt.6
Pt.7
Pt.8
Pt.9
Pt.13
Pt.14 Pt.15
Pt.16
Pt.17
Pt.18
Pt.10
Pt.11
Pt.12
GREAT SOUTH BAY
ATLANTIC OCEAN
SALTAIRE
SEAVIEW
B A
D
C
ROBERT MOSES
STATE PARK FIELD 5
STAGING AREA
ROBERT MOSES
STATE PARK FIELD 4
STAGING AREA
-70
-70
-60
-60
-60
-65
-70
-60
-60
-60
-75
-75
-65
-65
-65 -70
-70
-70
-60
-75
-65 -65
-65
-80
-70
-70
-70
-60
-75
-65
-65
-65
-55
-70
-70
-70
-70
-60
-50
-75-75
-75
-7
-65
-65
-65
-55
-65
NN
-75
-70
-65
-60
-55
-50
-75
-70
-60
-50
0+
5+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+7
-75
-70
-65
-60
-55
-75
-70
-60
0+
5+
+0
+0
+0
+0
+0
+0
+8
A-B SECTION VIEW
C-D SECTION VIEW
EXISTING SURFACE
EXISTING SURFACE
DREDGE DEPTH
EL -68'
1:5 SLOPE
DC
A B
DREDGE DEPTH
EL -68'
BORROW AREA COORDINATES
POINT EASTING NORTHING
2C-1 1228880 168706
2C-2 1232880 170421
2C-3 1238730 166214
2C-4 1243160 165925
2C-5 1243030 163397
2C-6 1230660 164480
BORROW AREA NOTES:
1. COORDINATES REFER TO THE NEW YORK LONG ISLAND
LAMBERT SYSTEM NAD83 US SURVEY FEET
2. VERTICAL DATUM FOR THIS PROJECT IS NAVD88 IN US
SURVEY FEET
3. REFER TO SPECIFICATIONS SECTION 00 31 32.03 18 FOR
BORROW AREA INFORMATION
4. BATHYMETRIC DATA IS FROM A 2014 HYDROGRAPHIC
SURVEY
BORROW AREA CROSS SECTIONS
1"=10'V 1"=600'H
BORROW AREA PLAN VIEW
1"=2000'
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BO
R R
O W
A R
EA
P
LA
N
G-102
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
-50
-48
-46
-44
-42
-50
-48
-46
-44
-42
DM2
DM3
DM4
DM5 DM6
DM7 DM8DM1
BORROW AREA 8D
MB2MB1
MB3
MB4 B
A
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
+0
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
ST
A.
5+
ST
A.
0+
DUNE ALGN 1
DUNE ALGN 2
DUNE ALGN 3
DUNE ALGN 4
DUNE ALGN 5
DUNE ALGN 6
DUNE ALGN 7
DUNE ALGN 8
DUNE ALGN 9
DUNE ALGN 10
DUNE ALGN 11
DUNE ALGN 12
-60-60
-55
-50
-45
-40
-60-60
-55
-50
-45
-40
0 100 200 300 400 500 600 700 800 900 10000-100-200-300-400-500-600-700-800-900-1000
DREDGE DEPTH EL -55'
EXISTING SURFACE
BA
N
DOWNTOWN MONTAUK REFERENCE LINE
POINT PI STATION NORTHING EASTING DISTANCE DIRECTION
DM1 4037+00.00 319,984.1963' 1,546,801.6397'
2497.55' N62° 59' 12.66"E
DM2 4061+97.55 321,028.5693' 1,549,026.7094'
1646.156' N65° 58' 48.76"E
DM3 4078+43.70 324,698.6404' 1,550,530.3160'
240.128' S74° 54' 16.01"E
DM4 4080+83.83 321,636.1039' 1,550,762.1581
2646.762' N67° 44' 46.52"E
DM5 4107+30.59 322,638.4567' 1,553,211.7778'
830.218' N65° 43' 36.63"E
DM6 4115+60.81 322,979.7499' 1,553,968.6005'
1182.380' N75° 23' 36.48"E
DM7 4127+43.19 323,277.9221' 1,555,112.7663'
956.81' N68° 45' 12.10"E
DM8 4137+00.00 323,624.6543' 1,556,004.5416'
BORROW AREA 8D
POINT NORTHING EASTING
MB1 312,499.060' 1,538,610.859'
MB2 313,248.955' 1,540,001.609'
MB3 311,801.165' 1,540,752.721'
MB4 311,049.960' 1,539,306.718'
BORROW AREA 8D NOTES:
1. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS
THE RESULTS OF A SURVEY MADE ON 25, 30 AUGUST 2022 & 15
SEPTEMBER 2022 AND CAN ONLY BE CONSIDERED AS THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
2. COORDINATES REFER TO THE NEW YORK LONG ISLAND LAMBERT
SYSTEM NAD83 US SURVEY FEET
3. VERTICAL DATUM FOR THIS PROJECT IS NAVD88 IN US SURVEY
FEET
4. CONTOURS ON THIS MAP WERE GENERATED USING A MAP DATA
SET WHICH MEETS EM 1110-2-8160 ACCURACY STANDARDS.
5. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
FROM STATION "RTK HITHER HILL"
6. REFER TO SPECIFICATIONS SECTION 00 31 32.03 18 FOR BORROW
AREA INFORMATION
LOCAL CONTROL DATA
BENCHMARK: KIRK PARK BEACH 3
ELEVATION: 10.29' (NAVD88)
NSRS BENCHMARK
BENCHMARK: MONT (PID: LW3222)
ELEVATION: 16.25' (NAVD88)
0 700' 1400'
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
B.
K.
G
B.
K.
G
E.
G
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
G
EN
ER
AL
P
LA
N S
H
EE
T
G-103
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
GENERAL & BORROW AREA PLAN VIEW
SCALE: 1"=700'
BORROW AREA 8D A-B SECTION VIEW
SCALE: 1V"=10'
1H"=100'
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
O
N
GENERAL NOTES:
1. TOPOGRAPHIC AND BATHYMETRIC SURVEY DATA IS FROM USACE NAN FIELD
SURVEY TAKEN NOVEMBER 2021
2. COORDINATES REFER TO NEW YORK LONG ISLAND STATE PLANE COORDINATE
SYSTEM NAD83 (NYLISPCS NAD83) US SURVEY FEET
3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88) IN US SURVEY FEET
4. MEAN HIGH WATER IS 1.0 FEET ABOVE NAVD88 AS DETERMINED USING
VDATUM (VER. 4.0.1).
5. MEAN LOW WATER IS 1.6 FEET BELOW NAVD88 AS DETERMINED USING VDATUM
(VER. 4.0.1).
6. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM
STATION "KIRK PARK BEACH 3" &" MONT"
7. AERIAL IMAGERY PROVIDED BY USACE NY DISTRICT SURVEY SECTION ON
NOVEMBER 2021 AND MEET EM 1110-1-1000 ACCURACY STANDARDS.
8. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE
LINE
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE
AND RESTORE ANY INTERRUPTION TO ANY UTILITY SERVICE THAT MAY BE
CAUSED BY THE CONTRACTOR'S EQUIPMENT OR CONSTRUCTION AT THE
CONTRACTORS EXPENSE
10. EXISTING SANDBAGS ON THE BERM SHALL BE REMOVED PRIOR TO SAND FILL.
EXISTING BAGS THAT FALL WITHIN THE DUNE FOOTPRINT BELOW THE
PROPOSED DUNE MAY REMAIN
11. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE.
12. PROPOSED DUNE SHALL BE VEGETATED. SEE SHEET G-101 FOR DUNE
PLANTING DETAILS AND NOTES
BORROW AREA 8D CONTROL DATA
BENCHMARK RTK HITHER HILLS
ELEVATION 49.22' (NAVD 1988)
NSRS BENCHMARK
BENCHMARK MONT (PID:LW3222)
ELEVATION 16.25' (NAVD 1988)
DOWNTOWN MONTAUK SEAWARD CREST OF DUNE LINE
POINT NORTHING EASTING DISTANCE DIRECTION
DUNE ALGN 1 321,650.3477' 1,550,510.6300'
268.326' N85° 52' 08.71"E
DUNE ALGN 2 321,669.6767' 1,550,778.2584'
193.503' N66° 02' 28.39"E
DUNE ALGN 3 321,748.2543' 1,550,955.0890'
145.257' N62° 43' 04.11"E
DUNE ALGN 4 321,814.8364' 1,551,084.1878'
425.118' N67° 40' 38.16"E
DUNE ALGN 5 321,976.3060' 1,551,477.4470'
682.949' N68° 39' 31.66"E
DUNE ALGN 6 322,224.8455' 1,552,113.5658'
231.295' N60° 38' 50.96"E
DUNE ALGN 7 322,338.2221' 1,552,315.1673'
368.476' N71° 21' 00.35"E
DUNE ALGN 8 322,456.0551' 1,552,664.2947'
189.468' N77° 15' 16.96"E
DUNE ALGN 9 322,497.8550' 1,552,849.0943'
560.919' N69° 23' 03.04"E
DUNE ALGN 10 322,695.3546' 1,553,374.0932'
74.307' N56° 58' 22.44"E
DUNE ALGN 11 322,735.8545' 1,553,436.3931'
42.434' N2° 17' 45.62"E
DUNE ALGN 12 322,778.2544' 1,553,438.0931'
-10
-12
-8
-6
-4
-2
-1.0
-10
-14-14
-12
-8
-6
-4
-2
8.5
-1.0
-10
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L
BE
R
M
E L
8.
5'
BERM
@ EL 8.5'
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
-1.0' ELEVATION
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
N 171500
E
N 170500 E
N 172000
E
N 172500
E
C O
M M
U N
IT
Y
O F
SA
LT
AI
R
E
C O
M M
U N
IT
Y
O F
SE
A
BA
Y
BE
AC
H C
O M
M U
N
IT
Y O
F
KI
SM
ET
C O
M M
U N
IT
Y
O F
SE
A
BA
Y
BE
AC
H
M A
T C
H L
I N
E
C
M
A T
C H
L I
N E
C
E
N 171000
N 171500
E
E
N
AV
Y W
AL
K
PI
LO
T W
AL
K
BE
AC
O N
W
AL
K
R
IC
H
AR
D S
W
AL
K
W
AL
K
PR
IV
AT
E
W
ES
T W
AL
K
SU
R
F W
AL
K
AT
LA
N
TI
C W
AL
K
M
AR
IN
E
W
AL
K
BR
O
AD
W
AY
N
EP
TU
N
E W
AL
K
PA
C
IF
IC
W
AL
K PE
N
N
AN
T W
AL
K
AN
C
H O
R E
W
AL
K
300'
TAPER
0.
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-101
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:4
9:
A M
/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
100 20050
SCALE:1"=100'
NOTES:
1. FOR GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
-14
-14
-12
-10
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-1
-12
-12
-12
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L
BE
R
M
E L
8.
5'
BE
R
M
E L
8.
5'
BR
O
AD
W
AY
A
VE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
M A
T C
H L
I N
E
C
E
E
N 171500
N 172000
N 173000 N 173500
E
E
E
N 173500
N 171500
E
C O
M M
U N
IT
Y
O F
FA
IR
H
AR
BO
R
C O
M M
U N
IT
Y
O F
SA
LT
AI
R
E
C O
M M
U N
IT
Y
O F
FA
IR
H
AR
BO
R
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
C
AN
C
H O
R E
W
AL
K
IN
LE
T W
AL
K
SE
A
W
AL
K
C R
ES
T
W
AL
K
E- W
AL
K
C
ED
AR
W
AL
K
KE
O
U G
H W
AL
K
BI
R
C H
W
AL
K
C R
AN
BE
R R
Y W
AL
K
O
AK
W
AL
K
H O
LL
Y
W
AL
K
W
AL
N U
T W
AL
K
U
TI
LI
TY
P
AT
H
5T H
A
VE
BA
YB
ER
R
Y W
AL
K
PI
N
E W
AL
K
EL
M
W
AL
K
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-102
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:4
9:
A M
/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
100 20050
NOTES:
1. FOR GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD SCALE:1"=100'
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-14
-14-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-16
-16
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
E
N 173000
N 174500
N 174500
E
E
E
N 173500
C O
M M
U N
IT
YO
F D
U N
EW
O
O D
C O
M M
U N
IT
Y
O F
LO
N
EL
YV
IL
LE
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
BE
AC
H
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
C O
M M
U N
IT
Y
O F
FA
IR
H
AR
BO
R
C O
M M
U N
IT
YO
F D
U N
EW
O
O D
C O
M M
U N
IT
Y
O F
LO
N
EL
YV
IL
LE
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
BE
AC
H
C
M A
T C
H L
I N
E C
M A
T C
H L
I N
E
M A
T C
H L
I N
E
C
M
A T
C H
L I
N E
C
E
N 172500
E
N 174000
SP
R
U C
E W
AL
K
D O
LP
H
IN
W
AL
K
CENTRAL WALK
PL
AN
K W
AL
K
SH
AR
E
RD
W
AL
N U
T W
AL
K
G U
LL
W
AL
K SH
EL
L
W
AL
K
IS
LA
N D
W
AL
K
R
AV
EN
S
W
AL
K
SA
N
D Y
W
AL
K
SA
N
D P
IP
ER
W
AL
K
SK
IM
M
ER
W
AL
K
R O
BB
IN
S W
AL
K
IS
LI
P
TO
W N
B
EA
C H
BE
R
M
E L
8.
5'
BE
R
M
E L
8.
5'
0'
B
ER
M
E L
8.
5' SLOPE
1:5
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-103
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:4
9:
A M
/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
100 20050
SCALE:1"=100'
NOTES:
1. FOR GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD.
5. FOR DUNE DETAILS AND NOTES SEE SHEET G-101
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
-16
-16
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-14
-14
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-14
-1
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L
BE
R
M
E L
8.
5'
0'
B
ER
M
E L
8.
5'
SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
REFERENCE
LINE
N 173500
N 174500
N 175000
E
E
E
N 174000
E
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
N
AT
IO
N
AL
P
AR
K
SE
R
VI
C
E
C O
M M
U N
IT
Y
O F
R O
BB
IN
S R
ES
T
C O
M M
U N
IT
Y
O F
FI
S
U M
M
ER
C
LU
B
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
BE
AC
H
C O
M M
U N
IT
Y
O F
AT
LA
N
TI
Q U
E
N
AT
IO
N
AL
P
AR
K
SE
R
VI
C
E
N
AT
IO
N
AL
P
AR
K
SE
R
VI
C
E C
O M
M U
N
IT
Y O
F R
O
BB
IN
S
R
ES
T
N
AT
IO
N
AL
P
AR
K
SE
R
VI
C
E
SL
O
PE
1:
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
C
C
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
E
N 173500
N 174000
SLOPE
1:5
MIDWAY WALK
BU
R
M A
R D
SE
AB
R
EE
ZE
W
AL
K
C
AS
IN
O
W
AL
K
PI
R
AT
ES
W
AL
K
SC
H
O O
N
ER
W
AL
K
EA
ST
E N
D W
AL
K
M O
N
TE
C R
IS
TO
W
AL
K
C O
M
PA
SS
W
AL
K
SE
XT
AN
T
W
AL
K
BERM
@ EL 8.5'
SLOPE
1:5
0'
B
ER
M
E L
8.
5'
SLOPE
1:5
25' DUNE CREST
W/ EL 14.0'
25' DUNE CREST
W/ EL 14.0' SLOPE
1:5
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-104
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:5
0:
A M
/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
100 20050
SCALE:1"=100'
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
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 GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD.
5. FOR DUNE DETAILS AND NOTES SEE SHEET G-101
-14
-14
-12
-12
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-10
-14
-14
-12
-12
-8
-6
-4
-2
14.0 14.0
14.0
8.5
-1.0
-10
-12
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
REFERENCE
LINE
N 174000 N 174500
N 175500 N 176000
N 176000
E
E
E
E
E
N 174000
C O
M M
U N
IT
Y
O F
FI
S
U M
M
ER
C
LU
B
C O
M M
U N
IT
Y
O F
C O
R N
EI
LL
E
ES
TA
TE
S
C O
M M
U N
IT
Y
O F
O C
EA
N
B
EA
C H
C O
M M
U N
IT
Y
O F
FI
S
U M
M
ER
C
LU
B
C O
M M
U N
IT
Y
O F
C O
R N
EI
LL
E
ES
TA
TE
S
C
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
C
E
N 174500
W
IL
M O
T R
D
AT
LA
N
TI
C A
VE
NEPTUNE WALK
O C
EA
N
BR
EE
Z W
AL
K
SU
R
F
VI
EW
W
AL
K
BA
YB
ER
R
Y W
AL
K
C O
TT
AG
E W
AL
K
O C
EA
N
R D
BU
N
G
LA
O W
W
AL
K
SC
H
O O
N
ER
W
AL
K
SL
O
O P
W
AL
K
SU
R
F R
D
C
LI
PP
ER
(D
EN
N H
O
FF
) W
AL
K
C O
M M
U N
IT
Y
O F
SE
AV
IE
W
C O
M M
U N
IT
Y
O F
O C
EA
N
B
EA
C H
BE
R
M
E L
8.
5'
BERM
@ EL 8.5'
SLOPE
1:5
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-105
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:5
0:
A M
/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
100 20050
SCALE:1"=100'
NOTES:
1. FOR GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
-14
-14
-12
-12
-8
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-10
-12
-12
-8
-8
-8
-6
-4
-2
14.0
8.5
-1.0
-10
-10
-12
-12
-8
-6
-4
-2
14.0
8.5
-1.0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
ST
A.
+0
SA
N
D F
IL
L
SL
O
PE
1:
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
EL. 8.5
REFERENCE LINE
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
-1.0' ELEVATION
N 175000
N 176000
N 175500
E
E
E
N 176500
E
C O
M M
U N
IT
Y
O F
O C
EA
N
B
AY
P
AR
K C
O M
M U
N
IT
Y O
F
SE
AV
IE
W
C
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
E
0 N 175000
E
N 176000
SL
O
PE
1:
SL
O
PE
1:
LA
U
R
EL
A
VE
H O
M
ES
IT
E
W
AL
K
G
AL
E
AV
E.
FA
IR
W
AY
A
VE
EV
ER
G R
EE
N
A
VE
C R
ES
C
EN
T
AV
E.
BE
AC
H W
O R
LD
A
VE
AT
LA
N
TI
C A
VE
NEPTUNE WALK
D U
N
EW
AY
W
AL
K
JU
N
IP
ER
W
AL
K
KE
LP
W
AL
K
M
ID
W
AY
W
AL
K
IV
Y
W
AL
K
300'
TAPER
BERM
@ EL 8.5'
BERM
@ EL 8.5'
PROPOSED DUNE (SEE NOTE 4)
NN
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
ST
A.
+0
TO
+0
C-106
C :\U
SE
R
S\ E3
EN
H
ER
G
\D
ES
KT
O
P\
FI
M I\F
IM
I 2
2\
FI
M
I_
PI
R _C
SH
EE
T
SE
TS
C O
PY
.D
W G
:5
0:
A M
/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
100 20050
SCALE:1"=100'
NOTES:
1. FOR GENERAL NOTES AND LEGENDS SEE SHEET
G-101
2. FOR GENERAL PLAN REFERENCE LINE DATA AND
BORROW AREA COORDINATES SEE SHEET G-101
TO G-102
3. FOR CROSS SECTIONS SEE SHEET C-301 TO C-306
4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS
HIGHER THAN PROPOSED DUNE. DASHED DUNE
LINES REPRESENT THE AREA(S) WHERE EXISTING
DUNE MAY BE HIGHER THAN PROPOSED DUNE.
VERIFY IN FIELD
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
15.5
8.5
-1.0
-10
15.5
15.5
8.5
-1.0
-10
15.5
15.5
8.5
-1.0
-10
15.5
15.5 8.5
-1.0
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
STA
. 4
9+
STA
. 4
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C H
LI
N
E
SH
EE
T
C -1
E 1, 1, E 1, 1, SA
N
D F
IL
L
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
-1.0' ELEVATION SL
O
PE
1:
REFERENCE LINE
SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
TAPER
BERM
@ EL 8.5' BERM
@ EL 8.5'
E 1, 0, E 1, 0, E 1, 9, N 321,000
N 322,000
N321,000
ETO
N
R D
S. EAG
LE ST.
S. ELD
ER
ST.
S. EM
ER
Y ST.
S. EM
BASSY ST.
S. ELMWOOD AVE.
MONTAUK HIGHWAY
S. EMERSON AVE.
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C
H
LI
N E
SH
EE
T C
-1
SL
O
PE
1:
SL
O
PE
1:
N
100' 200'0
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
B.
K.
G
B.
K.
G
E.
G
ST
A.
9+
T
O S
TA
. 4
7+
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-107
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
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 DOWNTOWN MONTAUK GENERAL PLAN, GENERAL NOTES,
AND REFERENCE LINE DATA SEE SHEET G-103.
3. FOR DOWNTOWN MONTAUK CROSS SECTIONS SEE SHEETS
C-307 AND C-308
15.5
8.5
-1.0
-10
15.5
8.5
-1.0
-10
15.5
8.5
-1.0
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C H
LI
N
E
SH
EE
T
C -1
E 1, 2, E 1, 2, N 323,000
E 1, 4, E 1, 3, E 1, 3, SL
O
PE
1:
SL
O
PE
1:
REFERENCE LINE
REFERENCE LINE
APPROXIMATE TOE OF 1:15 SLOPE
SA
N
D F
IL
L
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
BERM
@ EL 8.5'
BERM
@ EL 8.5'
BERM
@ EL 8.5'
BERM
@ EL 8.5'
N 322,000
S. ED
G
EM
ER
E ST.
S. ED
ISO
N
ST.
ESSEX ST.
SU
R
FSID
E PL.
SURFSIDE PL.
OCEANVIEW TERR.
SURFSIDE AVE.S. ELMWOOD AVE.
S. ELMWOOD AVE.
S. EMERSON AVE.
S. EMERSON AVE.
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C
H
LI
N E
SH
EE
T C
-1
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C
H
LI
N E
SH
EE
T C
-1
M
AT
C H
LI
N
E
SH
EE
T
C -1
09N
100' 200'0
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
ST
A.
7+
T
O S
TA
. 4
5+
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
BE
AC
H F
IL
L
PL
AN
S H
EE
T2
C-108
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
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 DOWNTOWN MONTAUK GENERAL PLAN, GENERAL NOTES,
AND REFERENCE LINE DATA SEE SHEET G-103.
3. FOR DOWNTOWN MONTAUK CROSS SECTIONS SEE SHEETS
C-307 AND C-308
15.5
8.5
-1.0
8.5
-1.0
15.5
8.5
-1 .0
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
ST
A.
5+
ST
A.
6+
ST
A.
7+
ST
A.
8+
ST
A.
9+
ST
A.
0+
ST
A.
1+
ST
A.
2+
ST
A.
3+
ST
A.
4+
N 323,000
E 1, 5, E 1, 5, E 1, 4, N 324,000
APPROXIMATE TOE OF 1:15 SLOPE
SL
O
PE
1:
SL
O
PE
1:
BERM
@ EL 8.5'
E 1, 6, E 1, 6, SURFSIDE PL.
SURFSIDE PL.
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C H
LI
N
E
SH
EE
T
C -1
M
AT
C
H
LI
N E
SH
EE
T C
-1
M
AT
C H
LI
N
E
SH
EE
T
C -1
TAPER
N
100' 200'0
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
B.
K.
G
B.
K.
G
E.
G
ST
A.
5+
T
O S
TA
. 4
4+
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-109
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR DOWNTOWN MONTAUK GENERAL PLAN, GENERAL NOTES,
AND REFERENCE LINE DATA SEE SHEET G-103.
3. FOR DOWNTOWN MONTAUK CROSS SECTIONS SEE SHEETS
C-307 AND C-308
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
R L
STA. 301+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 304+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 307+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 310+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 313+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 316+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 319+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 322+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 325+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+2.0FT
MLW=-2.0FT
140 FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-301
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
O
N
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
STA. 328+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 331+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 334+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 337+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 340+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 343+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 346+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 349+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 352+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
140 FT
MHW=+2.0FT
MLW=-2.0FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-302
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA. 355+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 358+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 361+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 362+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 365+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 368+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 371+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 374+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 377+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+2.0FT
MLW=-2.0FT
140 FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-303
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA. 380+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 383+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 386+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 389+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 392+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 395+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 398+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 401+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 404+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+2.0FT
MLW=-2.0FT
140 FT
1EL 14.0 FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-304
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA. 407+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 410+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 413+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 416+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 419+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 422+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 425+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 428+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 431+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+2.0FT
MLW=-2.0FT
140 FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-305
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SCALE:1"H=100'
SCALE:1"V=10'
50 200100
5 2010
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA. 434+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 437+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 440+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 443+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 446+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 449+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 452+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 455+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 458+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+2.0FT
MLW=-2.0FT
140 FT
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
E.
G
E.
G
E.
G
C
R O
SS
S
EC
TI
O N
S H
EE
T
ST
A.
+0
TO
+0
C-306
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SCALE:1"H=100'
SCALE:1"V=10'
0 10 205
100 20050
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA 4071+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4074+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4077+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4080+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4083+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4086+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4089+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4092+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4095+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
65 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
205 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
65 FT
EL 15.5 FT
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
B.
K.
G
B.
K.
G
E.
G
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-307
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
STA 4098+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4101+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4104+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4107+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4110+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4113+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4116+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4119+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4122+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
65 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
84 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
106 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
114 FT
EL 15.5 FT
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
S.
R
B.
K.
G
B.
K.
G
E.
G
O
PT
IO
N
D
O W
N
TO
W N
M O
N
TA
U K
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-308
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
D
W
2D S2
3B
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
ES
IN
LE
T
PL
4-
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SA
LT
AI
R
E
TO
S
EA
VI
EW
SU
FF
O
LK
C O
U N
TY
, N
EW
Y
O R
K
0%
S U
BM
IS
SI
| Sheets and Views |
| G-001 COVER SHEET AND DRAWING INDEX-G-001 COVER SHEET AND DRAWING INDEX |
| Sheet 1 |
| FIMI_PIR_G100 Sheet Sets-G-101 GENERAL PLAN AND ALIGNMENT DATA |
| FIMI_PIR_G100 Sheet Sets-G-102 BORROW AREA PLAN |
| Fimp XREF-G-103 OPTION 1 - DOWNTOWN MONTAUK GENERAL PLAN SHEET |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-101 BEACH FILL PLAN SHEET STA. 300+00 TO 328+00 |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-102 BEACH FILL PLAN SHEET STA. 328+00 TO 356+00 |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-103 BEACH FILL PLAN SHEET STA. 356+00 TO 384+00 |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-104 BEACH FILL PLAN SHEET STA. 384+00 TO 413+00 |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-105 BEACH FILL PLAN SHEET STA. 413+00 TO 441+00 |
| Sheet 1 |
| FIMI_PIR_C100 Sheet Sets - Copy-C-106 BEACH FILL PLAN SHEET STA. 441+00 TO 463+00 |
| Sheet 1 |
| Fimp XREF-C-107 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 1 |
| Sheet 1 |
| Fimp XREF-C-108 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET2 |
| Sheet 1 |
| Fimp XREF-C-109 OPTION 1 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 3 |
| Sheet 1 |
| FIMI_PIR_C300 Sheet Sets-C-301 CROSS SECTION SHEET STA. 301+00 TO 325+00 |
| FIMI_PIR_C300 Sheet Sets-C-302 CROSS SECTION SHEET STA. 325+00 TO 352+00 |
| FIMI_PIR_C300 Sheet Sets-C-303 CROSS SECTION SHEET STA. 352+00 TO 377+00 |
| FIMI_PIR_C300 Sheet Sets-C-304 CROSS SECTION SHEET STA. 377+00 TO 404+00 |
| FIMI_PIR_C300 Sheet Sets-C-305 CROSS SECTION SHEET STA. 404+00 TO 431+00 |
| FIMI_PIR_C300 Sheet Sets-C-306 CROSS SECTION SHEET STA. 431+00 TO 458+00 |
| Fimp XREF-C-307 OPTION 1 - DOWNTOWN MONTAUK CROSS SECTION SHEET 1 |
| Sheet 1 |
| Fimp XREF-C-308 OPTION 1 - DOWNTOWN MONTAUK CROSS SECTION SHEET 2 |
| Sheet 1 |
File details come from the government source that posted it. Updated .