Amend 1 - FIMP CT4 plans.pdf
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- Solicitation number
- W912DS24B0021
About this file
This document is Amendment 1 to the solicitation for the Fire Island Inlet to Montauk Point, Suffolk County, NY, Contract 4 Project, Solicitation Number W912DS24B0021, issued by the Department of the Army Corps of Engineers Engineering District New York.
The amendment modifies the original plans and specifications for the project. Key details include the scope of work, which involves construction activities related to the Fire Island Inlet to Montauk Point Coastal Storm Risk Management project. The amendment provides revised drawings and other updated information. No changes are made to the solicitation closing date, which remains March 15, 2024. The contract type is Firm-Fixed-Price, and the NAICS code is 237990 - Other Heavy and Civil Engineering Construction. This is a 100% small business set-aside procurement.
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US Army Corps of Engineers
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G-101
REFERENCE LINE
POINT PI STATION NORTHING EASTING DISTANCE BEARING
R1 1636+78.15 220,214.88' 1,329,660.89'
1588.61' N62° 00' 56.05"E R2 1652+66.76 220,960.31' 1,331,063.76
1007.52' N63° 15' 57.82"E R3 1662+74.29 221,413.54' 1,331,963.58'
1071.82' N69° 19' 09.51"E R4 1673+46.11 221,792.07' 1,332,966.34'
2523.91' N70° 09' 30.86"E R5 1698+70.01 222,648.72' 1,335,340.41'
993.58' N70° 46' 00.77"E R6 1708+63.59 222,976.02' 1,336,278.54'
140.88' N20° 48' 30.11"W R7 1710+04.47 223,107.71' 1,336,228.49'
2349.19' N68° 47' 12.43"E R8 1733+53.66 223,957.74' 1,338,418.50'
2014.60' N70° 45' 17.89"E R9 1753+68.26 224,621.77' 1,340,320.52'
1524.38' N70° 10' 25.66"E R10 1768+92.64 225,138.79' 1,341,754.54'
1649.55' N70° 18' 03.31"E R11 1785+42.19 225,694.82' 1,343,307.55'
2039.23' N69° 24' 49.20"E R12 1805+81.41 226,411.85' 1,345,216.56'
197.11' S20° 46' 59.93"E R13 1807+78.52' 226,227.57' 1,345,286.50'
5415.37' N69° 04' 18.39"E R14 1861+93.89 228,161.93' 1,350,344.61'
3206.42' N69° 41' 16.81"E R15 1894+00.31 229,274.98' 1353351.64'
1604.63' N72° 49' 04.95"E R16 1910+04.94 229,749.00' 1,354,884.66'
1600.96' N66° 23' 47.64"E R17 1926+05.90 230,390.03' 1,356,351.68'
WESTHAMPTON BORROW AREA 5B EXPANDED
POINT NORTHING EASTING
WB-1 231,984' 1,371,140'
WB-2 236,212' 1,381,680'
WB-3 234,057' 1,382,350'
WB-4 229,922' 1,371,970'
CUPSOGUE
CPF
NOTES:
1. THE TOPOGRAPHIC INFORMATION DEPICTED WITHIN THIS PLAN SET REPRESENTS THE RESULTS OF A SURVEY
MADE BY USACE NEW YORK SURVEY SECTION FROM 16 OCT 2023 TO 6 NOV 2023 AND CAN ONLY BE
CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
2. COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983, LONG ISLAND LAMBERT - ZONE
3104, US SURVEY FEET.
3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET.
4. MEAN HIGH WATER IS 0.6-1.4 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.3).
5. MEAN LOW WATER IS 1.1-2.0 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.3).
6. MEAN LOWER LOW WATER IS 1.2-2.1 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.3).
7. TOPOGRAPHIC DATA WITHIN THIS PLAN SET MEET EM 1110-1-1005 ACCURACY STANDARDS.
8. CONTOURS WITHIN THIS PLAN SET WERE GENERATED USING THE MAP DATA SET.
9. THE DATA DEPICTED WITHIN THIS PLAN SET SHOULD NOT BE USED FOR VOLUME CALCULATION PURPOSES.
10. AERIAL IMAGERY PROVIDED BY NYS GIS CLEARINGHOUSE 2020 AND IS FOR ORIENTATION PURPOSES ONLY.
11. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM STATION "JESS 2015, PIKE 2019, NYDOT."
12. SURVEY INFORMATION WITHIN THIS PLAN SET IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160 AND
EM 1110-2-6056.
13. WHERE EXISTING GROUND IS HIGHER THAN PROPOSED, NO FILL IS TO BE PLACED.
14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE AND RESTORE ANY
INTERRUPTIONS TO ANY UTILITY SERVICE THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR
CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
15. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION BY CONTRACTORS.
16. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN BEACH FILL LIMITS PRIOR TO SAND
PLACEMENT (NO DEBRIS SHALL BE BURIED).
17. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.
LASHLEY PAVILION
STAGING AREA
PIKES BEACH
STAGING AREAR1
R2 R3 R4 R5
R6
R7
R8 R9
R10 R11 R12
R13
R14
R15
R16 R17
N
0 2000'1000'
BM PIKE 2019
C-101 C-102 C-103C-104
LOCAL CONTROL DATA
BENCHMARK: PIKE 2019
ELEVATION: 9.94' (NAVD88)
NORTHING: 225,160.62'
EASTING: 1,342,000.66'
NSRS BENCHMARK
BENCHMARK: WHAM 2 (PID: KU2114)
ELEVATION: 8.40' (NAVD88)
NORTHING: 231,738.78'
EASTING: 1,359,144.45'
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N 230,000
E 1, 0, E 1, 0, E 1, 0, WB1 WB2
WB3WB4
N
0 500' 1000'
0 500' 1000'
0 20' 40'
VERTICAL SCALE: 1"=20'
HORIZONTAL SCALE: 1"=500'
EXISTING SURFACE
DREDGING LIMIT EL. -50' MAX SLOPE OF 1:5MAX SLOPE OF 1:5
1975 CB-12
N 233980 E 1378992
1975 CB-13
N 232480
E 1374642
1979-5-01 N 234242
E13818131998 VC-21
N 232109 E 1376050
1998 VC-22
N 232030 E1372631
1998 VC-23
N 234109 E1380401
1998 VC-24
N 233999 E 1377114
NOTES:
1. BORROW AREA CORE PROFILES ARE LOCATED IN SPECIFICATIONS.
| FIMP Contract 4 no xsection dune-G-101 General Plan.pdf |
| Sheets and Views |
| G-101 General Plan |
| Sheet 1 |
| Borrow areas CT 4-Borrow Area 5B.pdf |
| Sheets and Views |
| Borrow Area 5B |
| Sheet 1 |
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