S-302 TYPICAL FLOOD WALL SECTIONS_Amendment 10 (2024-09-06).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a set of typical flood wall sections related to a federal contract opportunity for the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey.
The project scope includes the construction of 1,521 LF of floodwall, 1,040 LF of levee, contaminated material handling, excess material haul and disposal, borrow material, two road closure gates, and 119,300 LF of steel H-piles. The contract will be awarded via an Invitation for Bids (IFB) method as a Small Business Set-Aside, with the IFB anticipated to be issued on or around May 10, 2024 and bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed. The overall project is estimated to cost between $50-$75 million. The applicable NAICS code is 237990, Other Heavy and Civil Engineering Construction, with a $45 million small business size standard.
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Text version
S E
P -2
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HP12X84
HORIZ- #8 @ 12" O.C.
VERT- #10 @ 6" O.C.
TOP & BOT
#10 @ 6" O.C.
TOP & BOT
#8 @ 12" O.C.
TOP & BOT
#10 @ 6" O.C.
HORIZ- #8 @ 12" O.C.
VERT- #10 @ 6" O.C.
TOP & BOT
#8 @ 12" O.C.
FLOOD SIDE
FLOOD SIDE PROTECTED SIDE
T/WALL EL +13.0
T/PILE CAP EL -2.5
TAPER EL +6.0
APPROX MIN GROUND
LEVEL EL +0.5
T/WALL EL +13.0
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
APPROX MIN GROUND
LEVEL EL +4.0
HP12X84
S-302
TYPICAL T - FLOOD WALL SECTION STA. 24+28.25 TO STA. 36+39
SCALE 2/5" = 1'
THREE BULB WATERSTOP
W A
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B
THREE BULB WATERSTOP
TEE (┴) WATERSTOP JOINT
FACTORY FABRICATED
3"
S-302
WITH SHEET PILE CUT-OFF WALL
TYPICAL T - FLOOD WALL MONOLITH JOINT
SCALE 2/5" = 1'
S-508
(TYP.)
WATERSTOP MATERIAL
WITH HYDROPHILIC
TO A MIN. DEPTH OF 3"
WIDTH OF WATERSTOP
PACK VOID OVER
(SEE NOTE 3)
PILE LENGTH, 60FT
PROTECTED SIDE
B/PILE CAP EL -6.0
COVER UNO
4" MIN. CLEAR
COVER UNO
4" MIN. CLEAR
PLAN VIEW
SIDE VIEW
L
L /2
PILE FLANGE
SPLICER
(AS REQUIRED)
BACK-UP PLATE
PILE SPLICER
HP 12X84
2'-9"
M
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M B
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M E
N T
2'-9"
M
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E
M B
E D
M E
N T
(SEE NOTE 3 &4)
PILE LENGTH, 75FT
SEE NOTES 12 & 13
BOT EL -20
CUTOFF WALL
SEE NOTES 12 & 13
BOT EL -20
CUTOFF WALL
PILE CONNECTIONS ARE FIXED
NOTES:
PILE CONNECTIONS ARE FIXED
NOTES:
SEE NOTES 12 & 13
CUT-OFF WALL
TYP.
S-302
AND STA. 48+43.50 TO 48+49.00
TYPICAL T - FLOOD WALL SECTION STA. 46+36 TO STA. 47+12.61
SCALE 2/5" = 1'
PROTECTED SIDEFLOOD SIDE
3'-0"
3'-0" 6'-0"6'-0"
1'-4" MIN.
6'-6" 6'-6"
1'-4" MIN.
S-302
PILE SPLICE DETAIL
SCALE: NTS
1'-6" 1'-4" MIN.
VERTICAL PILE CONNECTION BATTERED PILE CONNECTION
S-302
PINNED PILE CONNECTIONS
SCALE: NTS
2'-0"
2'-0"
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FINISH, TYP.
FRACTURED FIN
9.
CONTRACTOR'S MEANS AND METHODS.
OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF
MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, 8.
BROADWAY CLOSURE GATE IS AT STA. 47+94 TO STA. 47+90.7.
LOCATED IN 4/S-519.
T-FLOODWALL SECTION STA. 47+12.61 TO STA. 47+42.61 6.
LOCATED IN 3/S-520.
T-FLOODWALL SECTION STA. 23+98.25 TO STA. 24+28.25 5.
VERTICAL PILE BOTTOM TIP ELEVATION.
BATTER PILE BOTTOM TIP ELEVATION SHALL MATCH THE 4.
ON THE PILE LOAD TEST.
PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED
THE PILE LENGTHS ARE STATED FOR ESTIMATING 3.
GATES ARE SHOWN ON SHEET S-303 AND S-304.
THE TYPICAL FLOODWALL SECTIONS FOR THE CLOSURE 2.
ARE SHOWN ON SHEET S-307 TO S-310.
THE TYPICAL FLOODWALL SECTIONS FOR THE PIPES 1.
NOTES:
BE PROVIDED OVER SHEET PILING AT ALL POINTS.
EXCEED 2" IN DIAMETER. A MINIMUM OF 6" OF CONCRETE COVER SHALL
SPACE HOLES TO MISS SHEET PILE INTERLOCKS. HOLES SHALL NOT
CUT HOLES IN SHEET PILES TO PASS REINFORCING BARS THROUGH. 13.
MINIMUM SECTION MODULUS OF 18.1 CUBIC INCHES PER FOOT.
SHEET PILES SHALL BE MADE WITH GRADE 50 A572 STEEL WITH A 12.
PASSING THRU THE PILES.
MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBAR 11.
FIXED PILE CONNECTIONS LOCATED IN 4/S-301.10.
FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.
CONSTRUCTION JOINT
CONSTRUCTION JOINT
CONSTRUCTION JOINT
")5 1("2
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3" 3"
"8
'-1
3" 3"
M
IN
2'-5" 1 " M
IN
"2 12'-6
2'-5"
'-5
TOP VIEW IN DETAIL 4/S-301)
(SEE PILE CONNECTION
A706 GRADE 60
#8 REBAR, ASTM
TOP VIEW IN DETAIL 4/S-301)
(SEE PILE CONNECTION
A706 GRADE 60
#8 REBAR, ASTM
SEE S-507
FOR CAP DETAILS
13197
HORIZONTALLY
LONG SPACED 6.25"
1" DIAM, SHEAR STUDS, 5"
2) SHEAR STUDS NOT SHOWN FOR CLARITY
NOTES: 1) FOR WELDING REQUIREMENTS, REFER TO SPECIFICATION SECTION 31 62 16.16
Drawing
CUSTOM 1:30
B/FINISH EL. +7.5
T/FINISH EL. +12.0
2'-0"
B/FINISH EL. +7.5
T/FINISH EL. +12.0
WATERSTOP AT JOINTS
BEND CONDUIT AROUND
(TYP. AT CAP)
3" MIN. CLEAR COVER
ELECTRICAL DRAWINGS
CONDUIT, SEE
@ 12" O.C. (TYP.)
#5 DOWEL w/ STD HOOK
SEE S-507
FOR CAP DETAILS
ELECTRICAL DRAWINGS
CONDUIT, SEE
@ 12" O.C. (TYP.)
#5 DOWEL w/ STD HOOK
FINISH, TYP.
FRACTURED FIN
(TYP. AT CAP)
3" MIN. CLEAR COVER
3'-0"
L
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2'-0"
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IDENTIFICATION
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