A.03.09 May 31 FIMI PIR 2024 Plans.pdf
PDF 25 MB Posted
- Solicitation number
- W912DS24B0017
About this file
This document appears to be a project information report (PIR) related to the Fire Island Inlet to Moriches Inlet (FIMI) Reach PL 84-99 project in Suffolk County, New York. The U.S. Army Corps of Engineers is preparing plans and specifications for the FIMI PIR 2024 Project, which is a structural contract to repair and restore the project to design conditions. The work will consist of approximately 1.7 million CY of beach fill restoration, replacement of 35,202 ft of sand fencing, planting of 31 acres of dune grass, repair of 6-10 elevated timber dune crossover structures, and repair of two vehicular crossovers. The sand will be dredged from the Atlantic Ocean Sand Borrow Area 2C. The construction cost is estimated to be in the range of $50,000,000 to $100,000,000. The solicitation number is W912DS24B0017.
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© 2024 Microsoft Corporation Earthstar Geographics SIO
PROJECT LOCATION
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
FIRE ISLAND INLET TO MORICHES INLET
PL 84-99 REHABILITATION PROJECT
OCEAN BAY PARK TO DAVIS PARK
SUFFOLK COUNTY, NY
+VOLUME X
+XXXXXX-XX-X-XXXX
+XXXXXX-XX-X-XXXX
+MMMMMMMMMM YYYY
US Army Corps of Engineers ®
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
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O F
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G D
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G-100
DRAWING INDEX
DRAWING No. DRAWING TITLE SHEET No.
G-100 COVER SHEET AND DRAWING INDEX 1
G-101 GENERAL PLAN AND ALIGNMENT DATA 2
G-102 BORROW AREA PLAN 3
C-101 BEACH FILL PLAN SHEET 4
C-102 BEACH FILL PLAN SHEET 5
C-103 BEACH FILL PLAN SHEET 6
C-104 BEACH FILL PLAN SHEET 7
C-105 BEACH FILL PLAN SHEET 8
C-106 BEACH FILL PLAN SHEET 9
C-107 BEACH FILL PLAN SHEET 10
C-108 BEACH FILL PLAN SHEET 11
C-109 BEACH FILL PLAN SHEET 12
C-216 CROSSOVER PROFILE SHEET 28
C-301 BEACH FILL CROSS SECTION SHEET 29
C-302 BEACH FILL CROSS SECTION SHEET 30
C-303 BEACH FILL CROSS SECTION SHEET 31
C-304 BEACH FILL CROSS SECTION SHEET 32
C-305 BEACH FILL CROSS SECTION SHEET 33
C-306 BEACH FILL CROSS SECTION SHEET 34
C-307 BEACH FILL CROSS SECTION SHEET 35
C-308 BEACH FILL CROSS SECTION SHEET 36
C-309 BEACH FILL CROSS SECTION SHEET 37
C-501 TIMBER CROSSOVER REPAIR DETAILS (1) 38
C-201 CHAMPLAIN WALK (OCEAN BAY PARK) 13
C-202 SANDY/SUSAN WALK (FIRE ISLAND PINES)
C-203 DRIFTWOOD WALK (FIRE ISLAND PINES)
C-204 COASTGUARD WALK 1 OF 2 (FIRE ISLAND PINES)
C-205
CEDAR WALK (FIRE ISLAND PINES)C-206
ATLANTIC WALK (FIRE ISLAND PINES)C-207
FISHERMANS PATH 1 0F 2 (FIRE ISLAND PINES)C-208
C-209
C-210 DONELLA WALK (DAVIS PARK)
C-211 EAST WALK (DAVIS PARK)
C-212 TRUSTEES WALK 1 0F 2 (DAVIS PARK)
C-213 TRUSTEES WALK 2 0F 2 (DAVIS PARK)
C-214 LEEWARD WALK (DAVIS PARK)
C-215 WHALEBONE WALK (DAVIS PARK)
FISHERMANS PATH 2 0F 2 (FIRE ISLAND PINES)
COASTGUARD WALK 2 OF 2 (FIRE ISLAND PINES)
C-502 TIMBER CROSSOVER REPAIR DETAILS (2) 39
C-503 TIMBER CROSSOVER REPAIR DETAILS (3) 40
C-504 TIMBER CROSSOVER REPAIR DETAILS (4) 41
C-505 TIMBER CROSSOVER REPAIR DETAILS (5) 42
C-506 VEHICULAR CROSSOVER DETAIL SHEET 43
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
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770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00
880+00 885+00
890+00 895+00
900+00 905+00
910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00
PT30
PT31
PT32
PT33
PT34 PT35 PT36 PT37 PT38 PT39
PT40
PT41 PT42 PT43
PT44
PT45 PT46 PT47 PT48 PT49 PT50 PT51 PT52
PT53 PT54 PT55
PT56 PT57 PT58 PT59 PT60 PT61 PT62 PT63 PT64 PT65
PT66 PT67
PT68 PT69
PT70 PT71
PT72
GREAT SOUTH BAY
ATLANTIC OCEAN
SEAVIEW
DAVIS PARK
OCEAN BAY PARK
CHERRY GROVE FIRE ISLAND PINE
WATER ISLAND
STAGING AREA
STAGING AREA
STAGING AREA
PINES AZ
GENERAL NOTES:
1. TOPOGRAPHIC AND BATHYMETRIC SURVEY DATA IS FROM USACE NAN FIELD SURVEY COLLECTED
MARCH/APRIL 2024
2. COORDINATES REFER TO NEW YORK LONG ISLAND STATE PLANE COORDINATE SYSTEM NAD83
(NYLISPCS NAD83) US SURVEY FEET
3. ALL SURVEY CONTROL POINTS TO BE VERIFIED BY CONTRACTOR BEFORE UTILIZING
4. AERIAL IMAGERY PROVIDED BY "USACE SURVEY BRANCH" AND IS FOR ORIENTATION PURPOSES ONLY.
5. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET
6. THE PLANE OF MEAN HIGH WATER AS SHOWN IS +1.5 TO +1.7 FT NAVD88
7. THE PLANE OF MEAN LOW WATER AS SHOWN IS -2.0 FT NAVD88
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 AND AT NO ADDITIONAL COST TO THE GOVERNMENT
10. EXISTING SAND BAGS THAT FALL WITHIN THE DUNE FOOTPRINT BELOW THE PROPOSED DUNE ELEVATION MAY REMAIN. BAGS THAT WERE EXPOSED AT TIME OF SURVEY ARE IDENTIFIED ON PLANS.
11. ALL DISTURBED AREAS WITHIN THE PROPOSED DUNE FOOTPRINT SHALL BE VEGETATED
12. 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.
13. PORTION OF THE DUNE UNDER ANY ELEVATED STRUCTURE SHALL BE HAND FILLED TO THE PROPOSED
FOOTPRINT
14. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN THE BEACHFILL LIMITS PRIOR TO
SAND PLACEMENT (NO DEBRIS SHALL BE BURIED)
SURVEY CONTROLS
BENCHMARK ELEVATION (NAVD88) NORTHING EASTING
LOCAL CONTROL DATA
R 375 (PID: KUO724) 8.84' 170419.95 1201741.40
NSRS BENCHMARK
USACE PINES AZ 31.05' 184384.15 1247656.72
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
WIDTH VARIES
3" Ø MIN, ROUND POST OR 2"x2" WOODEN
POST OR AS APPROVED EQUAL
ATTACH SAND FENCE TO POST
WITH FIVE 14 GAUGE GALVANIZED
WIRE TIES AT WIRE STRANDS
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.
4. SAND FENCE SHALL BE PLACED ON LANDWARD AND SEAWARD TOE OF DUNE IN
AREAS WHERE THERE IS DUNE CONSTRUCTION WHICH WOULD REQUIRE NEW
VEGETATION PLANTING
SAND FENCE DETAIL
N.T.S
SCALE:1"=2000'
LEGEND
6IN TOLERANCE
ESTIMATED EXISTING GROUND
PROPOSED SAND FILL BERM.
TOP OF THE SLOPE
BOTTOM OF THE SLOPE
PEDESTRIAN CROSSOVERVEHICULAR CROSSOVER
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
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N
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SHEET ID
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
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N
AL
V
AL
U E
2%
S.
R
E.
G
S.
R
./E .G
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G
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EN
ER
AL
P
LA
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A N
D A
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EN
T
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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 M
Y
YY
Y
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PT
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N
AL
F
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LD
O
PT
IO
N
AL
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LD
AN
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D
+X
XX
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X-
XX
-X
-X
XX
X
FI
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LA
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IN
LE
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IN
LE
T
PL
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AT
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O
N
REFERENCE LINE COORDINATES
POINT PI STATION NORTHING EASTING DISTANCE DIRECTION
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' 3,422.403' N72° 14' 21.56"E
Pt. 36 490+88.82 176,809.6800' 1,224,453.8174' 1,641.286' N71° 22' 11.48"E
Pt. 37 507+30.11 177,334.0019' 1,226,009.1012' 1,202.246' N71° 06' 31.41"E
Pt. 38 519+32.35 177,723.2572' 1,227,146.5881' 1,111.369' N71° 43' 49.52"E
Pt. 39 530+43.72 178,071.6585' 1,228,201.9353' 669.052' N73° 49' 09.31"E
Pt. 40 537+12.78 178,258.1022' 1,228,844.4848' 1,372.712' N74° 40' 20.45"E
Pt. 41 550+85.49 178,620.9629' 1,230,168.3694' 1,323.953' N75° 06' 03.31"E
Pt. 42 564+09.44 178,961.3740' 1,231,447.8110' 1,707.429' N72° 58' 08.45"E
Pt. 43 581+16.87 179,461.4608' 1,233,080.3631' 1,113.233' N72° 24' 45.97"E
Pt. 44 592+30.10 179,797.8324' 1,234,141.5610' 1,632.497' N74° 20' 26.30"E
Pt. 45 608+62.60 180,238.4718' 1,235,713.4649' 1,127.591' N74° 09' 11.97"E
Pt. 46 619+90.19 180,546.3764' 1,236,798.2030' 671.552' N74° 43' 10.69"E
Pt. 47 626+61.74 180,723.3588' 1,237,446.0137' 1,248.355' N71° 46' 53.69"E
Pt. 48 639+10.10 181,113.6449' 1,238,631.7907' 1,903.800' N72° 26' 17.68"E
Pt. 49 658+13.90 181,688.0854' 1,240,446.8593' 1,737.730' N71° 54' 18.65"E
Pt. 50 675+51.63 182,227.8077' 1,242,098.6477' 1,535.666' N71° 18' 29.15"E
Pt. 51 690+87.29 182,719.9566' 1,243,553.3158' 2,011.006' N71° 04' 14.72"E
Pt. 52 710+98.30 183,372.3275' 1,245,455.5666' 844.142' N67° 35' 46.47"E
Pt. 53 719+42.44 183,694.0563' 1,246,235.9939' 1,387.600' N67° 45' 19.23"E
Pt. 54 733+30.04 184,219.3494' 1,247,520.3228' 1,771.840' N66° 06' 53.08"E
Pt. 55 751+01.88 184,936.7788' 1,249,140.4195' 1,306.201' N64° 35' 47.28"E
Pt. 56 764+08.08 185,497.1272' 1,250,320.3228' 506.681' N65° 11' 48.50"E
Pt. 57 769+14.76 185,709.6813' 1,250,780.2647' 1,565.328' N69° 18' 49.67"E
Pt. 58 784+80.09 186,262.6327' 1,252,244.6744' 1,063.186' N69° 29' 14.09"E
Pt. 59 795+43.28 186,635.1901' 1,253,240.4487' 658.015' N68° 18' 32.42"E
Pt. 60 802+01.29 186,878.3931' 1,253,851.8705' 1,133.829' N66° 47' 44.79"E
Pt. 61 813+35.12 187,325.1327' 1,254,893.9800' 1,001.668' N66° 43' 23.42"E
Pt. 62 823+36.79 187,720.9660' 1,255,814.1189' 1,493.478' N65° 33' 07.60"E
Pt. 63 838+30.27 188,339.0648' 1,257,173.6884' 1,904.082' N65° 15' 58.24"E
Pt. 64 857+34.35 189,135.7390' 1,258,903.0925' 1,238.305' N64° 45' 48.85"E
Pt. 65 869+72.66 189,663.6959' 1,260,023.2086' 420.402' N63° 20' 12.85"E
Pt. 66 873+93.06 189,852.3485' 1,260,398.9053' 1,212.168' N62° 25' 30.49"E
Pt. 67 886+05.23 190,413.4698' 1,261,473.3792' 2,501.108' N61° 45' 43.00"E
Pt. 68 911+06.33 191,596.8343' 1,263,676.8293' 2,309.078' N64° 39' 53.85"E
Pt. 69 934+15.41 192,584.9138' 1,265,763.8229' 414.900' N63° 36' 55.30"E
Pt. 70 938+30.31 192,769.2933' 1,266,135.5031' 1,836.900' N63° 36' 55.60"E
Pt. 71 956+67.21 193,585.6002' 1,267,781.0563' 2,371.113' N63° 20' 15.35"E
Pt. 72 980+38.33 194,649.5960' 1,269,900.0393' 793.510' N62° 37' 53.19"E
0 4000'2000'
PLAN
NORTH
2C-2
2C-1
2C-6 2C-3
2C-4
2C-5
PROJECT LOCATION
GREAT SOUTH BAY
ATLANTIC OCEAN
SEAVIEW
B A
D
C
BORROW
AREA 2C
-70-70-70
-60-60 -72
-68-66-64 -62
-60
-60 -64-64-64
-70
-60
-60-60-60
-7
-7
-7
-7
1995 #02 (VC-2)
N 170301.01 E 1231458.65
1979 02-09 N 169649.01
E 1231475.65
1997 #02 N 166589.95 E 1233851.43
-6
-6
-66
-6
-6
-6 6-64
-6 4-6 8-68
-6
DAVIS PARK
OCEAN BAY PARK
CHERRY GROVE FIRE ISLAND PINE
WATER ISLAND
STAGING AREA
STAGING AREA
STAGING AREA
PROJECT REFERENCE LINE
PINES AZ
-75
-70
-65
-60
-55
-75
-70
-60
0+
5+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+2
-75
-70
-65
-60
-55
-75
-70
-60
0+
5+
+0
+0
+0
+0
+0
+0
A-B SECTION VIEW
C-D SECTION VIEW
EXISTING SURFACE
DREDGE DEPTH
EL -68'
1:5 SLOPE
DC
A B
DREDGE DEPTH
EL -68'
EXISTING SURFACE
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 FEB 2024 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
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SHEET ID
O
PT
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N
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1%
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2%
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US Army Corps of Engineers
U .S
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XX
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M M
M M
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PT
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N
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AN
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XX
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PL
4-
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BM
IS
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0 4000'2000'
PLAN
NORTH
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
PI
: 4
+6
6.
-10
-10
-10
-10
-5 -5
-5
0 0
5 5
-13
-12
-12 -12
-12
-11
-11
-11
-11
-9
-9
-9
-9
-9
-9
-8
-8 -8
-7
-7
-7 -6
-6
-6
-4 -4
-4-3 -3 -3
-1 -1 -1
1 1
2 2
3 3
4 4
6 6
7 7
8 8
9 9 9
11 1011
14 1414
151314
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
M
ID
W
AY
A
VE
LA
U
R
EL
A
VE
O N
TA
R
IO
S
T
M
IC
H
IG
AN
W
AL
K
H U
R O
N S
T
ER
IE
S T
O C
EA
N
B
AY
B
LV
D
C H
AM
PL
AI
N
W
AL
K
SU
PE
R
IO
R S
T
O C E A N B A Y P A R K
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
0'
BERM @ EL. 8.5'
PROPOSED DUNE
(SEE NOTE 4)
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
ELEVATION
APPROXIMATE TOE OF 1:15 SLOPE
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
BERM @ EL. 8.5'
E
E
E
N 176000
N 177000
E
N 177000
E
N 176000
N 176000
N 175000
E
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
20 SL
O
PE
1:
PROJECT REFERENCE LINE
PROJECT REFERENCE LINE
300' TAPER
(TYP')
TRAP BAGS (TYP.)
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
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LD
AN
SI
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U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
0.
T O
S
TA
. 4
+5 0.
BE
AC
H
F
IL
L
PL
AN
S
H
EE
T
C-101
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE
TO REMAIN ON SITE.
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 4
+8
8.
PI
: 5
+3
0.
-5 -5
-5 -5
-9 -9
-9
-9
-8
-8
-8
-7
-7
-7
-6 -6
-6 -6
-4 -4
-4 -4
-3 -3
-3 -3
-1
-1
-1 -1
89 9 11 101112
111213
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
O N
EI
D
A
ST
C H
AM
PL
AI
N
W
AL
K
SE
N
EC
A
W
AL
K
BA
Y
AV
E
1S T
ST
2N D
S T
3R D
S T
6T H
S T
C H
U R
C H
S T
NEW YORK AVE
NEW YORK AVE
C
EN
TE
R
S T
P O I N T O' W O O D S O C E A N B A Y P A R K
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
E
N 177000
E
E
E
N 178000
N 176000
N 177000
APPROXIMATE TOE OF 1:15 SLOPE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
20 SL
O
PE
1:
SL
O
PE
1:
BERM @ EL. 8.5'
BERM @ EL. 8.5'
PROJECT REFERENCE LINE15
0' 15
0'
PROPOSED DUNE
(SEE NOTE 4)PROPOSED DUNE
(SEE NOTE 4)
EXISTING ADA CROSSOVER #55 AT
CHAMPLAIN WALK TO BE REPAIRED -
SEE CROSSOVER SHEETS FOR DETAILS STAGING
AREA
TRAP BAGS (TYP.)
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+5
0.
T O
S
TA
. 5
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-102
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 5
+3
2.
PI
: 5
+4
3.
PI
: 5
+1
2.
-10
-10
-10
-10
-5
-5 -5
-9
-9 -9
-8
-8 -8
-7
-7
-7
-6
-6
-6
-4
-4
-4
-3
-3
-3
-1
-1
-1
-1
789 8
101112
111213 1011121314
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
S 8T
H S
T
S 9T
H S
T
S
TH
S
T
S
TH
S
T
FIRE ISLAND BEACH RD
TH
S T
P O I N T O' W O O D S
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
E
E
E
N 178000
N 179000
N 178000
N 177000
APPROXIMATE TOE OF 1:15 SLOPE
PROJECT REFERENCE LINE PROJECT
REFERENCE LINE15
0' 15 0'
SL
O
PE
1:
20 SL
O
PE
1:
APPROXIMATE TOE OF 1:15 SLOPE
BERM @ EL. 8.5'
PROPOSED DUNE
(SEE NOTE 4)PROPOSED DUNE
(SEE NOTE 4)
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
ELEVATION
300' TAPER
(TYP')
TRAP BAGS (TYP.)
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 5
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-103
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
4. EXISTING DUNE SHALL BE LEFT AS-IF 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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 6
+9
0.
PI
: 6
+6
1.
PI
: 6
+1
0.
-10 -10
-10
-5 -5
-5
5 5
-9
-9
-9
-8 -8
-8
-7 -7
-7
-6
-6
-6
-4 -4
-4
-3 -3
-3 -1 -1
-1 1 1
12 2
4 4
46 6
7 7
8 8
89 9
11 101112
111213
111213
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
SU
R
F W
AL
K
O C
EA
N
W
AL
K M
AI
N W
AL
K
D O
C
TO
R S
W
AL
K
AE
O
N W
AL
K
LEWIS WALK
LEWIS WALK
JUDY GARLAND MEMORIAL PATH
G R
EE
N
E W
AL
K
C H E R R Y G R O V E
C H E R R Y G R O V E
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
N 180000
E
E
E
N 181000
APPROXIMATE TOE OF 1:15 SLOPE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
5' 13
5'
PROJECT REFERENCE LINE
BERM @ EL. 8.5' BERM @ EL. 8.5'
MEET
EXISTING
ELEVATION
300' TAPER
(TYP')
300' TAPER
(TYP')
MEET EXISTING
ELEVATION
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 6
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-104
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 6
+1
3.
-10
-10
-10 -10
-5
-5
-5
5 5
-9
-9
-9
-8
-8
-8
-7 -7
-7
-6 -6
-6 -6
-4
-4
-4
-3
-3
-3
-1 -1
-1
12 2
3 3
34 4 4
67 6 6
7 7
8 8
109 9101112 101112 101112
111213 111213
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 Y
W
AL
K
OCEAN WALK
BE
AC
H C
O M
BE
R
W
AL
K
C O
AS
T
G U
AR
D
W
AL
K
BE
AC
H H
IL
L
W
AL
K
D R
IF
TW
O O
D W
AL
K
O
AK
W
AL
K
OCEAN WALK
F I R E I S L A N D P I N E S
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
E
E
E
E
N 181000
N 182000
APPROXIMATE TOE OF 1:15 SLOPE
0'
130' BERM @
EL. 8.5'
130' BERM @
EL. 8.5'
0'
1:5 SLOPE
25' DUNE @ EL. 14.0'
1:5
SLOPE
1:5 SLOPE
25' DUNE @ EL. 14.0'
1:5
SLOPE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
PROJECT REFERENCE LINE PROJECT REFERENCE LINE
EXISTING CROSSOVER #73 AT SUSAN
WALK TO BE REPAIRED - SEE
CROSSOVER SHEETS FOR DETAILS
SU
SA
N W
AL
K
EXISTING CROSSOVER #74 AT
DRIFTWOOD WALK TO BE REPAIRED -
SEE CROSSOVER SHEETS FOR DETAILS
EXISTING ADA CROSSOVER &
VEHICULAR CROSSOVER #75
AT COAST GUARD WALK TO
BE REPAIRED - SEE
CROSSOVER SHEETS FOR
DETAILS
EXISTING CROSSOVER #77 AT
REPAIRED - SEE CROSSOVER
TRAP BAGS (TYP.)
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
ELEVATION
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 6
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-105
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 6
+5
1.
PI
: 6
+8
7.
-10
-10
-1
-10
-1
-10
-10
-10
-5 -5 -5
-9 -9
-9
-8 -8
-8
-7 -7 -7 -6
-6 -6
-4 -4 -4
-3 -3 -3 -1
-1 -11 1
3 3
6 6 6
8 8 789
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
PI
N
E W
AL
K
C
ED
AR
W
AL
K
W
ID
G
EO
N W
AL
K
AT
LA
N
TI
C W
AL
K
H
AR
BO
R
W
AL
K
N
EP
TU
N
E W
AL
K
SC
AU
P W
AL
K
N
AU
TI
LU
S W
AL
K
SU
N
BU
R
ST
W
AL
K
O
ZO
N E
W
AL
K
SH
EL
L W
AL
K
C R
O W
N W
AL
K
OCEAN WALK
F I R E I S L A N D P I N E S
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
E
E
E
N 183000
N 182000
APPROXIMATE TOE OF 1:15 SLOPE
OCEAN WALK
PROPOSED DUNE
(SEE NOTE 4)
130' BERM @
EL. 8.5'
130' BERM @
EL. 8.5'17
0'
1:5 SLOPE
25' DUNE @ EL. 14.0'
1:5 SLOPE
25' DUNE @ EL. 14.0'
1:5
SLOPE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
20 SL
O
PE
1:
PROJECT REFERENCE LINE
EXISTING CROSSOVER #77 AT
CEDAR WALK TO BE
REPAIRED - SEE CROSSOVER
SHEETS FOR DETAILS
EXISTING CROSSOVER #78 AT
ATLANTIC WALK TO BE
REPAIRED - SEE CROSSOVER
SHEETS FOR DETAILS
STAGING
AREA
TRAP BAGS (TYP.)
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 7
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-106
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 7
+9
8.
30 PI
: 7
+4 2.
-1 0 -10
-10
-10
-10
-10
-10
-10
-5
-5
-5-6-4-3
56 5
-1
-9
-9
-9
-9
-9
-8
-8
-8
-7
-7
-7
-7
-7
-6
-6
-6-6
-6
-4-3
-4
-5-6-4-3
-4-3
-3
-3
-3
-3-1
-1
-1
-1
1089ST
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
FI
SH
ER
M
AN
S
PA
TH
SK
Y
W
AL
K
TA
R
PO
IN
W
AL
K
SA
IL
W
AL
K
OCEAN WALK
F I R E I S L A N D P I N E S M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
E
E
E
E
E
E
N 184000
N 183000
N 183000
APPROXIMATE TOE OF 1:15 SLOPE
PROPOSED DUNE
(SEE NOTE 4)
PROPOSED DUNE
(SEE NOTE 4)PROPOSED DUNE
(SEE NOTE 4)
BERM @ EL. 8.5'
BERM @ EL. 8.5'
SL
O
PE
1:
SL
O
PE
1:
15SL
O
PE
1:
SL
O
PE
1:
PROJECT REFERENCE LINE
0'
EXISTING ADA CROSSOVER #82
AT FISHERMANS PATH TO BE
REPAIRED - SEE CROSSOVER
SHEETS FOR DETAILS
MEET EXISTING
8.5' ELEVATION
MEET
EXISTING
ELEVATION
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 7
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-107
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 8
+3
4.
PI
: 8
+7
2.
PI
: 8
+9
3.
-10 -10 -10
-5
-5
-5 -5
-9 -9 -9
-8 -8
-8-7 -7
-7-6
-6 -6
-4
-4 -4
-3 -3
-3
-1
1 12 2 23 3 34
4 4 6 6
89 1089
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
W
ES
T W
AL
K
EA
ST
W
AL
K
5T H
W
AL
K
4T H
W
AL
K
3R D
W
AL
K
2N D
W
AL
K
1S T
W
AL
K
PE
PP
ER
ID
G E
W
AL
K
BE
AC
H P
LU
M
W
AL
K
SE
AJ
AY
W
AL
K
D O
N
EL
LA
W
AL
K
TR
U
ST
EE
S W
AL
K
DUNE WALK
DUNE WALK
D A V I S P A R K
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
E
E
E
E
E
N 189000
N 190000
N 188000
E
APPROXIMATE TOE OF 1:15 SLOPE
PROJECT REFERENCE LINE
8'
SL
O
PE
1:
SL
O
PE
1:
138' BERM @
EL. 8.5'
138' BERM @
EL. 8.5'
BERM @ EL. 8.5'
8'
1:5 SLOPE
DUNE CREST
@ EL. 14.0'
PROPOSED DUNE
(SEE NOTE 4)
EXISTING CROSSOVER
#98 AT EAST WALK TO
BE REPAIRED - SEE
CROSSOVER SHEETS
FOR DETAILS
EXISTING ADA CROSSOVER
#99 AT TRUSTEES WALK TO
BE REPAIRED - SEE
CROSSOVER SHEETS FOR
DETAILS
EXISTING CROSSOVER #96A
AT DONELLA WALK TO BE
REPAIRED - SEE CROSSOVER
SHEETS FOR DETAILS
TRAPBAGS TYPICAL
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
ELEVATION
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
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IO
N
AL
F
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LD
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N
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AN
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B
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D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
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TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 8
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-108
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
: 8
+0
5.
-10
-10 -10
-5 -5 -5
6 5 5
-9
-9 -9
-8
-8 -8
-7
-7 -7
-6 -6
-6 -6
-4 -4
-4 -3
-3 -3
6 68
8 8
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
W H
AL
E
BO
N
E W
AL
K
W
IN
D W
AR
D
W
AL
K
LE
EW
AR
D
W
AL
K
DUNE WALK DUNE WALK
D A V I S P A R K
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
M
AT
C H
L
IN
E
SH
EE
T
C -1
M
AT
C
H L
IN
E
SH
EE
T C
-1
N 190000
E
E
E
N 191000
E
N 190000
APPROXIMATE TOE OF 1:15 SLOPE
138' BERM @
EL. 8.5'
25' DUNE @ EL. 14.0'
1:5 SLOPE
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
138' BERM @
EL. 8.5'
PROJECT REFERENCE LINE
DUNE CREST
@ EL. 14.0'
1:5
SLOPE
8' 17
8'
EXISTING CROSSOVER #101 AT
LEEWARD WALK TO BE REPAIRED -
SEE CROSSOVER SHEETS FOR
DETAILS
EXISTING CROSSOVER #102 AT
WHALEBONE WALK TO BE
REPAIRED - SEE CROSSOVER
SHEETS FOR DETAILS
STAGING
AREA
EXISTING VEHICULAR
CROSSOVER TO BE REPAIRED
- SEE CROSSOVER SHEETS
FOR DETAILS
TRAPBAGS TYPICAL
MEET EXISTING
8.5' ELEVATION
MEET EXISTING
ELEVATION
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
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C
ES
B R
AN
C
H C
EN
AN
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C
R B
N
EW
Y O
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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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
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PT
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N
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LD
AN
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ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
FI
R
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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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
+0
BE
AC
H F
IL
L
PL
AN
S H
EE
T
C-109
PLAN
NORTH
100' 200'0
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 & G-102
3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309
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 CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.
6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506
WHALEBONE WALK - STA. 898+08
-10
-10
0 10 20 30 40 50 60 700-10
CHAMPLAIN WALK - STA. 480+37
-10
-10
0 10 20 30 40 50 60 700-10
SUSAN WALK - STA. 659+00
-10
-10
0 10 20 30 40 50 60 700-10
DRIFTWOOD WALK - STA. 664+70
-10
-10
0 10 20 30 40 50 60 700-10
COAST GUARD WALK - STA. 667+37
-10
-10
0 10 20 30 40 50 60 700-10
CEDAR WALK - STA. 676+54
-10
-10
0 10 20 30 40 50 60 700-10
ATLANTIC WALK - STA. 681+72
-10
-10
0 10 20 30 40 50 60 700-10
FISHERMANS PATH - STA. 711+00
-10
-10
0 10 20 30 40 50 60 700-10
DONELLA WALK - STA. 870+01
-10
-10
0 10 20 30 40 50 60 700-10
EAST WALK - STA. 872+99
-10
-10
0 10 20 30 40 50 60 700-10
TRUSTEES WALK - STA. 875+79
-10
-10
0 10 20 30 40 50 60 700-10
LEEWARD WALK - STA. 891+31
-10
-10
0 10 20 30 40 50 60 700-10
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
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LI
C
IT
AT
IO
N N
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SU
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AT
E:
SI
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M
AR
K
D
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C R
IP
TI
O N
D
AT
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
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N
C
IV
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ES
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C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
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K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
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N
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F
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AN
SI
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B
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D
(2 2.
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4.
IN
C H
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+X
XX
XX
X-
XX
-X
-X
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FI
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LA
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TO
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IN
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PL
4-
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EH
AB
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AT
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N
P R
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C T
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EA
N
B
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P
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P
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SU
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LK
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S.
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./E .G
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+S
H
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TI
TL
E
C
R O
SS
O
VE
R
P R
O
FI
LE
S
H
EE
T
C-216 ---- ----10' 20'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
R L
STA. 459+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 462+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 465+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 468+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 471+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 474+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 477+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 480+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 483+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
150'
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
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N O
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AT
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SU
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SI
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M
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C R
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TI
O N
D
AT
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
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N
C
IV
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C
ES
B R
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C
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C
R B
N
EW
Y O
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D
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TR
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T
F
ED
ER
AL
P
LA
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N
EW
Y
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K, N
Y
+X
XX
XX
X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M M
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YY
Y
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PT
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AL
F
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D
(2 2.
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4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
FI
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LA
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IN
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T
TO
M
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IN
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T
PL
4-
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N
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A.
+0
TO
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. 4
+0
BE
AC
H F
IL
L
C R
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SS
S
EC
TI
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H
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T
C-301 ---- ----100' 200'0
10' 20'0
STA. 486+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 489+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 492+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 495+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 498+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 501+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 504+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 507+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 510+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
150'
1:15 SLOPE
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
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D R
AW
N
B Y:
D
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N
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B
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TR
AC
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N O
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SI
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M
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
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IN
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IN
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G D
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TR
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F
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LA
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N
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Y
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K, N
Y
+X
XX
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X-
XX
-X
-X
XX
X
+M M
M M
M M
M M
M M
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YY
Y
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N
AL
F
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LD
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N
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D
(2 2.
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4.
IN
C H
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+X
XX
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FI
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PL
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P R
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BM
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./E .G
E.
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ST
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+0
TO
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. 5
+0
BE
AC
H F
IL
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C R
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SS
S
EC
TI
O
N S
H
EE
T
C-302 ---- ----100' 200'0
10' 20'0
STA. 513+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 516+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 519+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 522+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 525+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 528+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
150'
1:15 SLOPE
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
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D R
AW
N
B Y:
D
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N
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B
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N O
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SI
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
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PS
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IN
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R S
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IN
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C
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TR
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F
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P
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N
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X-
XX
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-X
XX
X
+M M
M M
M M
M M
M M
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N
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(2 2.
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IN
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-X
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FI
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LA
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+0
BE
AC
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O
N S
H
EE
T
C-303 ---- ----100' 200'0
10' 20'0
STA. 618+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 621+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 624+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 627+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 630+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 633+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 636+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 639+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 642+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
135'
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 6
+0
BE
AC
H F
IL
L
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-304 ---- ----100' 200'0
10' 20'0
STA. 657+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 660+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 663+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 666+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 669+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 672+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 675+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 678+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 681+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
170'
25'
1:5
SLOPE
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 6
+0
BE
AC
H F
IL
L
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-305 ---- ----100' 200'0
10' 20'0
STA. 684+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 687+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 690+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 693+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 696+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 699+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 702+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 705+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 708+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
170'
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
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 7
+0
BE
AC
H F
IL
L
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-306 ---- ----100' 200'0
10' 20'0
STA. 711+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 714+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 717+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 720+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 723+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 726+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
170'
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 7
+0
BE
AC
H F
IL
L
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-307 ---- ----100' 200'0
10' 20'0
STA. 855+00
-20
-10
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 858+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 861+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 864+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 867+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 870+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 873+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 876+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 879+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
178'
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
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
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
O C
EA
N
B
AY
P
AR
K
TO
D
AV
IS
P
AR
K
SU
FF
O
LK
C O
U N
TY
, N
Y
S U
BM
IS
SI
O
N
S.
R
E.
G
S.
R
./E .G
E.
G
ST
A.
+0
TO
S
TA
. 8
+0
BE
AC
H F
IL
L
C R
O
SS
S
EC
TI
O
N S
H
EE
T
C-308 ---- ----100' 200'0
10' 20'0
STA. 882+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 885+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 888+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 891+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 894+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 897+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
R L
STA. 900+00
-30
-20
-10
-30
-20
-10
0 100 200 300 400 500 6000-100
REFERENCE LINE
EXISTING SURFACE
EL. 8.5FT
6" TOLERANCE
EL. -1.0FT
178'
25'
1:5
SLOPE
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
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C
IV
IL
R
ES
O
U R
C
ES
B R
AN
C
H C
EN
AN
EN
C
R B
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 M
Y
YY
Y
O
PT
IO
N
AL
F
IE
LD
O
PT
IO
N
AL
F
IE
LD
AN
SI
F
U
LL
B
LE
ED
D
(2 2.
X
4.
IN
C H
ES
+X
XX
XX
X-
XX
-X
-X
XX
X
FI
R
E
IS
LA
N
D
IN
LE
T
TO
M
O R
IC
H
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C-309 ---- ----100' 200'0
10' 20'0
TOP OF THE SLOPE
BOTTOM OF THE SLOPE
PEDESTRIAN CROSSOVERVEHICULAR CROSSOVER
LEGEND
6IN TOLERANCE
ESTIMATED EXISTING GROUND
PROPOSED SAND FILL BERM.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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C-506
US Army Corps of Engineers
U .S
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DUNE
DUNE
4'
N.T.S.
LANDWARD
SEAWARD
SPLIT RAIL FENCE
(TYPICAL)
ELEVATION TO MATCH EXISTING GRADE
NOTE:
FOR VEHICULAR CROSSOVER LOCATIONS SEE PLAN VIEW C100 SHEETS
EXCAVATION (SEE NOTE 1)
SPLIT POST AND RAIL FENCE
(TYPICAL - BOTH SIDES)
EXISTING GROUND
SPLIT WOOD POST(TYP)
SPLIT WOOD RAIL
HORIZONTAL MEMBER
2" X 4"±
EXISTING GROUND
COMPACTED FILL
"U" STAPLE
SPLIT WOOD POST
2 1/2"± WIDTH OF HOLE
(CENTERED ON POST)
A
A
EL.8.5
TYPICAL VEHICULAR CROSSOVER - PLAN
VA
R
IE
S-
" M
AX
.(T
YP
4'
N.T.S.
> POST > POST
2" MAX (TYP)
4.
5"
4.
5"
3'
6"
6"± (TYP)
> POST10'-0" MAX. C-C (TYP)
11' MAX.
60°
PEDESTRIAN
CROSSOVERDUNE
3"
2" MIN (TYP)
SPLIT POST
(TYP)
SPLIT RAIL
(TYP)
5" RADIUS OF CL
SPLIT POST (TYP)
GEOTEXTILE (SEE NOTE 2)
NOTES:
1, EXCAVATED MATERIAL SHALL BE USED AS ADDITIONAL SAND FILL.
2, THE CONTRACTOR SHALL PLACE GEOTEXTILE 3/4 OF THE WAY UP THE
SURFACE OF THE SUBBASE MATERIAL.
3'
ELEVATION TO
MATCH EXISTING
ELEVATION TO MATCH
EXISTING GRADE
LANDWARD CREST
PLAN - SPLIT POST FENCE LAYOUT AT HORIZONTAL BEND
PLAN - SPLIT POST FENCE LAYOUT AT HORIZONTAL ANGLED BEND
SECTION A-A
45°
SPLIT POST
(TYP) CUT END OF RAIL
VERTICALLYTO FORM
BLUNT END
VA
RI
ES
SPLIT RAIL
5" RADIUS OF CL
SPLIT POST (TYP)
N.T.S.
TYPICAL ELEVATION - SPLIT RAIL FENCE
N.T.S.
DETAIL - POST
N.T.S.
N.T.S.
NYSDOT 12" SUBBASE COURSE
MIX 3A OR ASTM#4 GRADATION
SLOPE
1V:5H
20'
SLOPE
1V:12H
SL
O
PE
1V
:5 H
'-0
" 31'-0"
SL
O
PE
1V
:5 H
EL.14.0
20'-0"
SL
O
PE
V:
H
MATCH THE LAND SIDE 1V:10H
VEHICULAR CROSSOVER TO
EXISTING GROUND
| Sheets and Views |
| C300 SHEET SET-C-216 CROSSOVER PROFILE SHEET |
| Sheet 1 |
| C300 SHEET SET-C-301 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-302 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-303 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-304 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-305 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-306 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-307 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-308 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
| C300 SHEET SET-C-309 BEACH FILL CROSS SECTION SHEET |
| Sheet 1 |
FIMI_PIR 2024_G100 Sheet Sets-C-506 VEHICULAR CROSSOVER DETAIL SHEET
File details come from the government source that posted it. Updated .