S-107 CAMPBELL CLOSURE GATE PLAN_Amendment 7 (2024-08-22).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document appears to be an amendment to a solicitation for the S-107 Campbell Closure Gate Plan as part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Monmouth County, New Jersey. The project scope includes construction of 1,521 LF of floodwall, 1,040 LF of levee, 3,100 CY of contaminated non-hazardous material removal, 15,510 CY of excess/unsatisfactory material haul and disposal, 2,405 CY of borrow material, 2 road closure gates, and 119,300 LF of steel H-piles. The solicitation will be issued as a Small Business Set-Aside with an IFB method, anticipated around May 10, 2024 with bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed. The contract is estimated to cost between $50-75 million, with the applicable NAICS code of 237990 (Other Heavy and Civil Engineering Construction). All questions must be submitted in writing, and the solicitation and amendments will only be available electronically via SAM.gov.
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Text version
J A
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S-107
GATE STOP
ROLLER GATE
4'-0"4'-0"
57'-0" OPENING
65'-0" GATE LENGTH
L
"2
1'-10
S-303
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L A
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D S
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A T
IC
C VERTICAL BEARING BARS. CRS
S-520
150'-0"
6'-0" SPACING TYP. (UNO)
8'0 4' 16'
"=1'8
SCALE:
13'-6"
CLOSURE WINCH
OPENING WINCH
VERTICAL PULLEY BLOCK
CRS TRACK PLATE V-NOTCH TRACK
CRS VERTICAL SEAL PLATE
STEEL RAILING SYSTEM
3' WIDE FLOODWALL
6'-6"
CRS SEAL PLATE
OTHERWISE VERTICAL
BATTER DIRECTION (SLOPE 1H:3V) AS SHOWN,
12X84 H PILES, TYP.
24'-0"
S-305
S-107
CAMPBELL CLOSURE GATE FOUNDATION PLAN (STA 22+78.25 TO STA 24+28.25)
"= 1'8
SCALE:
S-107
PLAN - CAMPBELL CLOSURE GATE IN STORED POSITION
"= 1'8
SCALE:
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PROTECTED SIDE
PROTECTED SIDE
FLOOD SIDE
FLOOD SIDE
3'-0" SPACING TYP. (UNO)
BOT OF FOOTING EL -2.5
BOT OF FOOTING EL -2.5
30'-0" 30'-0"18'-0"18'-0"30'-0"
BOT OF FOOTING EL -4.5
M A
Y
GATE
WITH HINGED ENTRY
ACCESS LADDER
4'X6' PILASTER NO.2
4'X6' PILASTER NO.1
CONCRETE PLATFORM
WINCH REINFORCED
2.5' WIDE FLOODWALL
VERTICAL PULLEY BLOCK
GATE STOP
STEEL RAILING SYSTEM
CONCRETE PLATFORM
WINCH REINFORCED
GATE
WITH HINGED ENTRY
ACCESS LADDER
SLAB, EL. +4.1
GATE MONOLITH
3'-0" 3'-0" 12'-0"
13194
S-303
S-303
Drawing
1/8"=1'-0"
AT THE CONCLUSION OF THE PILE TESTING UNDER THIS CONTRACT.
2. FOR PRICING PURPOSES ONLY, CONTRACTOR MUST ASSUME THAT (7) PILES OF MONOLITH 82 WILL BE AT LEAST 20 FT GREATER IN JOB PILE LENGTH
1. CONTRACTOR MUST VERIFY EXISTING SANITARY SEWER LINE AND MANHOLE COVER LOCATIONS PRIOR TO DRIVING PILES IN THIS AREA.
GENERAL NOTES:
SEE GENERAL NOTE 1 7
SEE GENERAL NOTE 2 7
SEE GENERAL NOTE 2 7
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New York District of Engineers
US Army Corps
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IDENTIFICATION
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