B.08.03 Amendment 02 FIMI PIR Amendment 2 Sheets.pdf
PDF 3 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 along the Fire Island shoreline in New York, as well as details of a related federal contract opportunity posted by the U.S. Army Corps of Engineers, New York District. The construction drawings depict plans, sections, and details for placing approximately 800,000 cubic yards of beach fill along 7 miles of shoreline from Saltaire to Seaview, to be dredged from an offshore borrow area using a hopper dredge. An optional additional placement of 500,000 cubic yards is included for the Downtown Montauk beach. The related federal contract opportunity is a sealed bid solicitation seeking bids for the beach nourishment work as delineated in the construction drawings. The opportunity was posted by the USACE New York District under solicitation number W912DS23B0006.
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 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 FIMI PIR Amend 1 Sheets.pdf | ||
| 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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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
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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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SL
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SL
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1:
APPROXIMATE TOE OF 1:15 SLOPE
TAPER
BERM
@ EL 8.5' BERM
@ EL 8.5'
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N 322,000
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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
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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
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APPROXIMATE TOE OF 1:15 SLOPE
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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
MEET EXISTING
-1.0' ELEVATION
N
100' 200'0
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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
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R L
STA 4071+00
-20
-10
-20
-10
0 100 200 300 400 500 600 7000-100
R L
STA 4074+00
-20
-10
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-10
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R L
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-20
-10
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-20
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-20
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-20
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R L
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-20
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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
95 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
95 FT
EL 15.5 FT
REFERENCE LINE
205 FT
REFERENCE LINE
200 FT
REFERENCE LINE
159 FT
95 FT
95 FT
95 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
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US Army Corps of Engineers
U .S
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O
LK
C O
U N
TY
, N
EW
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K
0%
S U
BM
IS
SI
O
N
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PD
AT
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S
AN
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P
LA
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EN
T
BO
U
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S
/1 6/
R L
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
88 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
95 FT
1 6" TOLERANCE
EL 8.5 FT
EL -1.0 FT
REFERENCE LINE
MHW=+1.0FT
MLW=-1.6FT
95 FT
EL 15.5 FT
95 FT
95 FT
95 FT
NO BEACHFILL NO BEACHFILL
NO BEACHFILL
NO BEACHFILL
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
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D B
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C-308
US Army Corps of Engineers
U .S
. A R
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/1 6/
| Sheets and Views |
| G-001 COVER SHEET AND DRAWING INDEX-G-001 COVER SHEET AND DRAWING INDEX |
| Sheet 1 |
| AMEND2_Fimp XREF-C-107 OPTION - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET 1 |
| Sheet 1 |
| AMEND2_Fimp XREF-C-108 OPTION - DOWNTOWN MONTAUK BEACH FILL PLAN SHEET2 |
| Sheet 1 |
| AMEND2_Fimp XREF-C-307 OPTION - DOWNTOWN MONTAUK CROSS SECTION SHEET 1 |
| Sheet 1 |
| AMEND2_Fimp XREF-C-308 OPTION - DOWNTOWN MONTAUK CROSS SECTION SHEET 2 |
| Sheet 1 |
File details come from the government source that posted it. Updated .