C-506.pdf
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- Solicitation number
- W912DS24B0014
About this file
This document appears to be a detailed technical drawing and specifications for the construction of a concrete valve box and associated components as part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey.
The related federal contract opportunity is for the construction of the Phase II, Contract 4B components of the Port Monmouth project, which includes 1,521 LF of floodwall, 1,040 LF of levee, 3,100 CY of contaminated non-hazardous material, 15,510 CY of excess/unsatisfactory material removal, 2,405 CY of borrow material, 2 road closure gates, and 119,300 LF of steel H-piles. The U.S. Army Corps of Engineers, New York District plans to issue the solicitation as an Invitation for Bids (IFB) on or about 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 date. The estimated value of the construction is between $50 million and $75 million, and the project will be set aside for small businesses under NAICS code 237990 with a size standard of $45 million.
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Text version
DIAMETER
3' MIN.
FINISHED PAVEMENT
COLLAR
CONCRETE
GATE VALVE
WATER LINE
GAS OR
V A
R
IE
S
C.I. VALVE BOX
MANUFACTURED
FRAME AND COVER
VALVE BOX GUARD
10/10 WWF
6"X6"
C -5
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C-506
A N
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K W
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A
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S
1-3/8" DRILLED HOLE
WASHER
PLATED HEX NUT
HEAVY CADMIUM-
(2) 1-1/8" 7UNC
4" MIN. THREAD LENGTH
CADMIUM-PLATED HEX BOLT,
1-1/8" 7UNC X 6" HEAVY
PLATE
3/8"
(TYP)
5/8" BARS
1-1/4" DIA BAR
TY
P
1-1/2"
PLATE WASHER
4" X 4" X 1/4"
M A
X
FLARED END SECTION
TO SIDEWALL (TYP)
1" MAX CLEARANCE
FLARED END SECTION
3/8" PLATE
2" TYP
WASHER
1/4" COTTER PIN
1-1/4" DIA. BAR
BARS (TYP)
5/8" DIA.
1/4" COTTER PIN
2-1/2"
3-1/2"
3/8" PLATE
TYP
5/8" BARS
1-1/4" DIA BAR
4" X 4" X 1/4" PLATE WASHER
PLATE WASHER
4" X 4" X 1/4"
PLATE WASHER
4" X 4" X 1/4"
2" R (SEE NOTE)
FINISHED GRADE
PROPOSED CURB
PAD, EL. 5.25
TOP OF CLOSURE GATE
CLASS B
CONCRETE
6"
8"
18"È
A
A
WITH SWALE
TOP OF SWALE
15' MEASURED FROM
EXISTING GRADE
FLOOD WALL
SWALE
15'
COMP. SUBGRADE
BASE
SURFACE
TOP OF CURB, EL. 5.5
EXISTING PAVEMENT EL. 5.0
SECTION ELEVATION
PLAN
T Y
P
TYP
¼"
TYP
¼"
TYP
6" TYP
18" DIA. END SECTIONS
6" FOR 12" THROUGH
OR AS APPROVED EQUAL.
FOUNDRY, PATTERN # 4157, CODE: 48-5170
VALVE BOX GUARD COVER, AS MANUFACTURED BY CAMPBELL
1. WORD "WATER" AS NEEDED INTO CENTER OF CAST IRON
NOTE:
SPECIFICATIONS.
AND NEW JERSEY DEPARTMENT OF TRANSPORTATION
TO THE MONMOUTH COUNTY DESIGN STANDARDS
1. THE CURB SHALL BE CONSTRUCTED ACCORDING
NOTE:
AND 1-1/4" STEEL BAR AS SHOWN.
ALSO BE WELDED TO THE 3/8" STEEL PLATE
WELDED TOGETHER. EACH 5/8" STEEL BAR SHALL
3. ALL 5/8" DIAMETER STEEL BARS SHALL BE
SQUARE FOOT.
GALVANIZED WITH 2.0 OUNCES OF ZINC PER
2. ALL STEEL BARS AND PLATES SHALL BE
WASHER. TACK WELD NUT TO BOLT ON UNDERSIDE.
1. TACK WELD WASHER TO PLATE AND BOLT TO
NOTES:
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VALVE BOX
NTS
CURB TRANSITION
NTS
CONCRETE CURB
NTS
FLARED END SECTION
WIHTOUT SWALE
NTS
VEGETATION FREE ZONE
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