S-303 CAMPBELL GATE TYPICAL FLOODWALL SECTIONS-_Amendment 10 (2024-09-06).pdf
PDF 445 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be a set of technical drawings and specifications for the construction of a floodwall and associated structures as part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey.
The key details include:
- Construction of 1,521 LF of floodwall, 1,040 LF of levee, and related civil infrastructure such as gates, piles, and utility conduits
- The project will be procured through a Small Business Set-Aside solicitation, with an anticipated release in May 2024 and bids due approximately 30 days later
- The base period of performance is 1,300 calendar days from the Notice to Proceed date
- The estimated project cost range is between $50 million and $75 million
- The applicable NAICS code is 237990, Other Heavy and Civil Engineering Construction, with a $45 million small business size standard
- The solicitation and amendments will be issued electronically via the SAM.gov website, and past performance information will be required per FAR and DFARS requirements.
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Text version
S E
P -2
J A
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S-303
6'-0"
3'-6"
2'-0"
B L
P
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
FLOOD SIDE PROTECTED SIDET/PILASTER EL +15.0
"1"
T/GATE EL +13.0
T/CONC SEAL EL +4.1
#8 @ 8" O.C.
5'-1"
E M
B E
D M
E N
T
M
IN
T/CONC SEAL EL +4.1
T/GATE AND FLOODWALL EL +13.0
FLOOD SIDE PROTECTED SIDE
EL SEAL PL +4.14
TYP
HP 12X84 PILES,
4'-0"
#5 TIES @10" O.C.
(AS SHOWN)
22 #11 VERTICAL BARS
" =1'2
SCALE:
0 1' 2' 4' 8'
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L S
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C FLOODWALL ALIGNMENTL
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
SEE NOTES 12 & 13
BOT EL -20
CUT-OFF WALL
4" CLR
1'-4" MIN
PILES CONNECTION ARE FIXED
NOTES:
2'-9"
SEE NOTES 12 & 13
BOT EL -20
CUT-OFF WALL
TOP & BOT
#8 @ 12" O.C.
C FLOODWALL ALIGNMENTL
S-303
S-303
GATE SECTION THROUGH PILASTER NO 1 & 2
" = 1'
1SCALE
S-303
SECTION THROUGH PILASTER
" = 1'
1SCALE
0 5'
SCALE 2" = 5'
10'
11"
T/CONC SEAL EL +4.1
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
T/GATE AND FLOODWALL EL +13.0
2'-6"
3'-0"
TYP
2'-9"
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
SEE NOTES 12 & 13
BOT EL -20
CUT-OFF WALL
1'-4" MIN
HORIZ- #9 @ 12" O.C, E.F.
VERT- #10 @ 6" O.C., E.F.
4" MIN CLEAR COVER
PROTECTED SIDE
C FLOODWALL ALIGNMENT
HORIZ- #9 @ 12" O.C, E.F.
VERT- #10 @ 6" O.C., E.F.
FLOOD SIDE
L
TOP & BOT
#8 @ 12" O.C.
2'-9"
11" 6'-3" 11" 6'-0"
4" MIN CLEAR COVER
1'-4" MIN
PILES CONNECTION ARE FIXED
NOTES:
S-303
GATE STORAGE SECTION STA 22+78.25 TO STA 22+90.75
" = 1'
1SCALE
PILES CONNECTION ARE FIXED
NOTES:
S-303
GATE STORAGE SECTION STA 23+55.75 TO STA 23+98.25
" = 1'
1SCALE
M A
Y
FINISH, TYP.
FRACTURED FIN
FRACTURED FIN FINISH, TYP.
FLOODWALL TRANSITION OCCURS AFTER STA. 23+98.2510.
FIXED PILE CONNECTIONS LOCATED IN 4/S-301.9.
FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.
A MINIMUM OF 6" OF CONCRETE COVER SHALL BE PROVIDED OVER SHEET PILING AT ALL POINTS.
CUT HOLES IN SHEET PILES TO PASS REINFORCING BARS THROUGH. SPACE HOLES TO MISS SHEET PILE INTERLOCKS. HOLES SHALL NOT EXCEED 2" IN DIAMETER. 13.
SHEET PILES SHALL BE MADE WITH GRADE 50 A572 STEEL WITH A MINIMUM SECTION MODULUS OF 18.1 CUBIC INCHES PER FOOT.12.
MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS PASSING THRU THE PILES. 11.
8.
GATE STORAGE SECTION STA 23+98.25 TO STA. 24+28.25 LOCATED IN 3/S-520.7.
BATTER PILES BOTTOM TIP ELEVATION SHALL MATCH THE VERTICAL PILES BOTTOM TIP ELEVATION.6.
THE PILE LENGTHS ARE STATED FOR ESTIMATING PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED ON THE PILE LOAD TEST.5.
THE PILES LENGTH ARE NOT SHOWN TO SCALE.4.
MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF CONTRACTOR'S MEANS AND METHODS.3.
ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TYPICAL ALONG LENGTH OF T-WALL, UNLESS OTHERWISE SPECIFIED.2.
WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.1.
NOTES:
CONSTRUCTION JOINT CONSTRUCTION JOINT
TOP & BOT
#10 @ 6" O.C.
TOP & BOT
#10 @ 6" O.C.
13198
EACH SIDE OF CONDUIT
PLACE 2 #9 BARS ON
T/FINISH EL +12.0
B/FINISH EL +7.5 B/FINISH EL +7.5
T/FINISH EL +12.0
CONDUIT, SEE ELECTRICAL DRAWINGS
CONDUIT, SEE ELECTRICAL DRAWINGS
EACH SIDE OF CONDUIT
PLACE 2 #9 BARS ON
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New York District of Engineers
US Army Corps
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IDENTIFICATION
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