C-512.pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a technical design drawing, C-512, related to the Port Monmouth Hurricane and Storm Damage Reduction Project, Contract 4B. The drawing provides details on the construction of 1,521 LF of floodwall, 1,040 LF of levee, and other associated site work including contaminated material handling, haul and disposal of excess/unsuitable material, and borrow material placement. Key details include the typical cross-sections for the T-wall and levee construction, as well as the levee toe drain detail. The drawing references relevant specification sections for additional information on the materials and construction requirements.
The related federal contract opportunity is for the construction of the Phase II, Contract 4B components of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, Monmouth County, New Jersey. The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bids (IFB) for this firm-fixed-price contract, which is estimated to cost between $50 million and $75 million. The solicitation is anticipated to be issued on or about May 10, 2024, with bids due approximately 30 days later. The contract will be set aside for small businesses, with a NAICS code of 237990 and a $45 million size standard.
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Text version
C -5
.d g n
C-512
A N
S I
D
N S
N S
N S
N .T
.S
K W
6' BELOW GROUND SURFACE
INSPECTION TRENCH
SWALE
EL. 13.0
GRAVEL
SAND
EL. -3.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEETPILE
GRAVEL
EL. 13.0
EL. -20.0
BOTTOM OF SHEETPILE
VARIES
BOTTOM OF WALL
GRAVEL
EL. 13.0
EL. -6.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEETPILE
SWALE
GRASS-LINED
GRADE
EXISTING
6" OF TOP SOIL
6'
SAND
1'
6" OF TOP SOIL
EL. 13.0
SAND
EL. -0.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEETPILE
10.5'
ASPHALT
8' GRAVEL
5'
6'
SAND
6" OF TOP SOIL
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
10.5'
LOCATION VARIES
VARIES
BOTTOM OF WALL
VARIES
BOTTOM OF WALL
VARIES
BOTTOM OF WALL
T O
E D
R A
IN
D
E T
A
IL
S
10'
6' 4'
SEE LEVEE TOE DRAIN DETAIL
4'
1'
6"
R =6
6'
GEOTEXTILE TYPE I
GEOTEXTILE TYPE II
GRAVEL
SAND
GABION BASKET
6" OF TOPSOIL
GRASS-LINED SWALE
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
SLOPE ONLY
4" CLAY LINING
SLOPE ONLY
4" CLAY LINING
SLOPE ONLY
4" CLAY LINING
SLOPE ONLY
4" CLAY LINING
SWALE
GRASS-LINED
SLOPE ONLY
4" CLAY LINING
SWALE
GRASS-LINED
SLOPE ONLY
4" CLAY LINING
SWALE
GRASS-LINED
1V :2 .5
H 1V:2.5H
1H 1V 1H
1V
LEVEE STA 36+81 TO STA 46+29
T-WALL STA 14+20 TO 22+58
T-WALL STA 0+00 TO 14+20
T-WALL STA 23+62 TO 36+42
1H 1V
10'0
SCALE:1"=5'
5'
1V 1H
1V 1H
1V 1H
CL
CL
CL
CL
CL
FLOW
FLOW
FLOW
FLOW
FLOW FLOW
FLOW FLOW
BETWEEN STA 19+90 TO STA 20+90
T-WALL @ HENRY HUDSON TRAIL
FLOW
LEVEE STA 36+81 TO STA 46+29
LEVEE TOE DRAIN DETAIL
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
30'0
SCALE:1"=15'
15'
1H 1V
1H 1V
1V :2 .5
H
El +3.5
El +0.5
El +4.5
El +6.5
1V 2.5H
1V 2.5H
1V 2.5H
1V 2.5H
1V 2.5H
1V 2.5H
SEE SHEET C-514 FOR CCS DETAILS.7.
SEE SHEET C-504 FOR GABION BASKET DETAILS.6.
ON LEVEE MATERIAL, SAND TOE DRAIN, ETC.
SEE SPEC SECTION 31 00 00 FOR MORE INFORMATION 5.
PROFILE.
ONLY, REFER TO SHEET C-203 FOR THE SWALE
SWALE SHOWN ON DETAILS IS FOR INFORMATION 4.
SECTION 31 00 00, PARAGRAPH 1.5.11.
FOR GRAVEL SIZE, REFER TO SPEC 3.
BETWEEN NOTED STATIONS.
SECTIONS SHOWN ARE TYPICAL FOR AREA 2.
SEE SHEET S-503 FOR T-WALL DETAILS.1.
NOTES:
-A U
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D E
L E
T E
D S
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SIDE
FLOOD
SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
SIDE
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PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
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US Army Corps
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