B.08.03 Amendment 01 FIMI PIR Amend 1 Sheets.pdf
PDF 5 MB Posted
- Attached to
- FIMI PL 84-99 FY23 Federal contract opportunity
- Solicitation number
- W912DS23B0006
About this file
This document package includes construction drawings and specifications for a beach nourishment project. The U.S. Army Corps of Engineers, New York District is soliciting bids for approximately 800,000 cubic yards of beach fill along the Fire Island Inlet to Moriches Inlet shoreline in Suffolk County, New York. An additional optional scope of approximately 500,000 cubic yards of beach fill is included for the Downtown Montauk Beach shoreline. A hopper dredge will be used to dredge sand from an existing offshore Atlantic Ocean Borrow Area for placement on the beaches. The bid response date is not provided. The specifications include plans depicting borrow area locations, fill design templates, and construction details.
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 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 06 13 35.00 18.pdf | ||
| B.08.03 Amendment 01 Borrow_Area_AD.txt | TXT text file | |
| FIMI PIR RTA Plan Sheets.pdf | ||
| B.08.03 Invitation for Bid W912DS23B0006.pdf | ||
| B.08.03 Invitation for Bid W912DS23B0006.pdf | ||
| FIMI PIR_RTA_PCNT_Specification_05-08-2023.pdf |
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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
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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
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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 - 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 - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 1 11
C-108 OPTION - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET2 12
C-109 OPTION - 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 - DOWNTOWN MONTAUK CROSS SECTION SHEET 1 20
C-308 OPTION - DOWNTOWN MONTAUK CROSS SECTION SHEET 2 21
C-501 OPTION 8 - PEDESTRIAN CROSSOVER DETAIL SHEET 22
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PROJECT LOCATION
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GREAT SOUTH BAY
ATLANTIC OCEAN
SALTAIRE
SEAVIEW
B A
D
C
-60
-70 -70
-60
-60
-60 -70
-70
-70
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
TOWN OF ISLIP
STAGING AREA
-70
-60
BORROW
AREA 2C
NN
-80
-75
-70
-65
-60
-55
-80
-70
-60
0+
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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 2014 HYDROGRAPHIC
SURVEY
BORROW AREA CROSS SECTIONS
1"=10'V 1"=600'H
BORROW AREA PLAN VIEW
1"=2000'
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BORROW AREA 8D
MB2MB1
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DUNE ALGN 1
DUNE ALGN 2
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DUNE ALGN 6
DUNE ALGN 7
DUNE ALGN 8
DUNE ALGN 9
DUNE ALGN 10
DUNE ALGN 11
DUNE ALGN 12
STAGING AREA
98 #35 N 312212.55 E 1539618.80
-60-60
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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'
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GENERAL & BORROW AREA PLAN VIEW
SCALE: 1"=700'
BORROW AREA 8D A-B SECTION VIEW
SCALE: 1V"=10'
1H"=100'
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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'
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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:
OPTION 8 - EXISTING PEDESTRIAN
CROSSOVER TO BE MODIFIED. SEE
SHEET C-501 FOR DETAILS
C /E
C/E
C /E
STAGING AREA
1CONSTRUCTION ACCESS
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
AD
D
ED
S
TA
G
IN
G
A R
EA
, A
C C
ES
S
EX
IS
TI
N G
C R
O
SS
O
VE
R
/0
2/
-10
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
OPTION 7 - EXISTING
VEHICULAR CROSSOVER TO BE
MODIFIED. SEE DETAIL BELOW
OPTION 7 - EXISTING VEHICULAR
CROSSOVER TO BE MODIFIED
SEE DETAIL BELOW
1SIDE SLOPE 1V:2H OF
CROSSOVER SHALL TIE-INTO
PROPOSED GRADES. LIMITS OF
GRADING TO BE FIELD VERIFIED
VEHICULAR CROSSOVER
BEACHFILL TO BE GRADED
FROM PROPOSED ELEVATION
8.5' TO EXISTING SEWARD
EDGE OF DUNE
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
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
AD
D
ED
E
XI
ST
IN
G C
R O
SS
O
VE
R
S
TO
B E
M O
D
IF
IE
D
/0
2/
EXISTING STAIRS AND
LANDING TO BE REMOVED
ADD RAILINGS AT EDGE OF
PLATFORM. RAILINGS STYLE
AND TYPE TO MATCH EXISTING
EXISTING PILE TO BE REPAIRED.
CONTRACTOR TO SUBMIT PILE
REPAIR DETAIL FOR USACE
REVIEW AND APPROVAL
EXISTING PILES SHALL
EITHER BE REMOVED OR
CUT TO 2' BELOW
EXISTING GRADE
CONC. PAD & STAIR
FLIGHT
NO LONGER EXIST.
SEE PICTURE ABOVE
NOT TO SCALE
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
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
AN
SI
F U
LL
B
LE
ED
D (2
2.
X
4.
IN
C
H
ES
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
S.
R
E.
G
E.
G
E.
G
O
PT
IO
N
PE
D
ES
TR
IA
N C
R O
SS
O
VE
R
D
ET
AI
L
SH
EE
T
C-501
PE
D
ES
TR
IA
N C
R O
SS
O
VE
R
R
EF
ER
EN
C E
D
ET
AI
L
SH
EE
T
AD
D
ED
/0
2/
| 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-102 BORROW AREA PLAN |
| Fimp XREF-G-103 OPTION - DOWNTOWN MONTAUK GENERAL PLAN SHEET |
| Sheet 1 |
| Fimp XREF-C-107 OPTION - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 1 |
| Sheet 1 |
| Fimp XREF-C-108 OPTION - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET2 |
| Sheet 1 |
| DTM CrossoverRefrence Sheets-C-501 OPTION 8 - PEDESTRIAN CROSSOVER DETAIL SHEET |
| Sheet 1 |
File details come from the government source that posted it. Updated .