S-304 BROADWAY GATE TYPICAL FLOODWALL SECTIONS_Amendment 10 (2024-09-06).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document appears to be a set of technical drawings and specifications for the S-304 Broadway Gate Typical Floodwall Sections, which is part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The drawings provide details on the construction of a 1,521 LF floodwall, 1,040 LF levee, and related infrastructure such as road closure gates and steel H-piles.
The federal contract opportunity associated with this project is for the construction of the Phase II, Contract 4B components of the overall project. The solicitation will be issued as a small business set-aside with an estimated value between $50 million and $75 million. The solicitation is anticipated to be released 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 applicable NAICS code is 237990, Other Heavy and Civil Engineering Construction, with a small business size standard of $45,000,000.
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Text version
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S-304
B L
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T/PILASTER EL +15.0
T/GATE EL +13.0
#8 @ 8" O.C.
B/SSP EL -20.0
V-GROOVED CASTER (2 TOTAL)
CLOSURE GATE MONOLITH
PROTECTED SIDEFLOOD SIDE
EL SEAL PL +5.24
EMBEDDED SUPPORTS
C.R.S SEAL PLATE AND
SUPPORTS, TYP.
GATE TRACK AND EMBEDDED
THROUGH CUT OFF WALL, TYP
REINFORCEMENT BARS
CUT 1-1/2" HOLES TO PASS
SUPPORTS, TYP.
GATE TRACK AND EMBEDDED
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T/GATE EL +13.0
B/SSP EL -20.0
TYP
HP 12X84 PILES,
5'-6"
MIN.
COVER
CLEAR
4"
#5 TIES @12" O.C.
S-304
SECTION THROUGH PILASTER
SCALE 1/2" = 1'
PROTECTED SIDEFLOOD SIDE
B/FTG EL -2.5 B/FTG EL -2.5
T/PILE CAP EL +1.0 T/PILE CAP EL +1.0
T/CONC SEAL EL +5.2 T/CONC SEAL EL +5.2
0 5'
SCALE 2" = 5'
10'
" =1'2
SCALE:
0 1' 2' 4' 8'
1" RECESSED PANEL
4'-0"
4" CLR.
AS SHOWN
34 #11 VERTICAL BARS
4'-0"
2'-9"
E M
B E
D M
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T
M
IN
EMBEDMENT
1'-6" MIN.
1'-3"
"2
5'-21'-3"
W8x31 TYP.
V-GROOVED TRACK
"2
5'-2
"2
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
SEE NOTES 10 & 11
BOT. EL. -20
CUTOFF WALL
SEE NOTES 10 & 11
BOT. EL. -20
CUTOFF WALL
C FLOODWALL ALIGNMENTL
C FLOODWALL ALIGNMENTL
PILES CONNECTION ARE FIXED
NOTES:
PILES CONNECTION ARE FIXED
NOTES:
S-304
STA. 47+94.11 TO STA. 48+43.5
GATE SECTION THROUGH STORAGE SLAB
SCALE 2/5" = 1'
M A
Y
FRACTURED FIN FINISH, TYP.
S-304
GATE SECTION THROUGH PILASTER NO 3 & 4
SCALE 2/5" = 1'
BE PROVIDED OVER SHEET PILING AT ALL POINTS.
INTERLOCKS. HOLES SHALL NOT EXCEED 2" IN DIAMETER. A MINIMUM OF 6" OF CONCRETE COVER SHALL
CUT HOLES IN SHEET PILES TO PASS REINFORCING BARS THROUGH. SPACE HOLES TO MISS SHEET PILE 11.
18.1 CUBIC INCHES PER FOOT.
SHEET PILES SHALL BE MADE WITH GRADE 50 A572 STEEL WITH A MINIMUM SECTION MODULUS OF 10.
MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS PASSING THRU THE PILES. 9.
FIXED PILE CONNECTIONS LOCATED IN 4/S-301.8.
FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.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:
T/GATE EL +13.0
B/SSP EL -20.0
B/FTG EL -2.5
T/PILE CAP EL +1.0
T/CONC SEAL EL +5.2
EMBEDMENT
MIN.
1'-4"
(SEE NOTE 5 & 6)
PILE LENGTH, 60FT
SEE NOTES 10 & 11
BOT. EL. -20
CUTOFF WALL
CONNECTIONS
4/S-301 FOR PILE
DETAIL
SEE TYPICAL
FRACTURED FIN FINISH, TYP.
C FLOODWALL ALIGNMENTL
PROTECTED SIDEFLOOD SIDE
"2
5'-21'-3"
PILES CONNECTION ARE FIXED
NOTES:
CL. COVER
4" MIN.
CL. COVER
4" MIN.
S-304
STA. 47+42.61 TO STA. 47+51.11
GATE SECTION THROUGH
SCALE 2/5" = 1'
NOTE 3
SEE
HORI - #8 @ 12" O.C., E.F.
VERT - #10 @ 6" O.C. , E.F.
#8 @ 12" O.C. , E.F.
#8 @ 12" O.C., E.F.
CONNECTIONS
4/S-301 FOR PILE
SEE TYPICAL DETAIL
HORI - #8 @ 12" O.C., E.F.
VERT - #10 @ 6" O.C. , E.F.
#10 @ 6" O.C. , E.F.
#10 @ 6" O.C. , E.F.
13199
B/FINISH EL +7.5
T/FINISH EL +12.0 T/FINISH EL +12.0
B/FINISH EL +7.5
2'-0" 2'-0"
101010
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IDENTIFICATION
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