C-513.pdf
PDF 181 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be a set of construction drawings, titled "C-513.dgn", related to the Port Monmouth Hurricane and Storm Damage Reduction Project, Contract 4B, in Middletown Township, Monmouth County, New Jersey. The drawings depict details for a levee, floodwall, drainage system, and other features associated with this flood mitigation project.
The related federal contract opportunity, solicitation number W912DS24B0014, is for the construction of 1,521 LF of floodwall, 1,040 LF of levee, and other associated work for the Phase II, Contract 4B components of the Port Monmouth Hurricane and Storm Damage Reduction Project. The project is being acquired as a Small Business Set-Aside, with an estimated value between $50 and $75 million. The IFB is anticipated to be issued on or about May 10, 2024, with bids due approximately 30 days later. The period of performance is 1,300 calendar days from the Notice to Proceed date.
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Text version
C -5
.d g n
C-513
A N
S I
D
N S
N S
N S
N .T
.S
K W
6' BELOW GROUND SURFACE
INSPECTION TRENCH
EL. 13.0
GRAVEL
SAND
EL. -3.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEEPILE
GRAVEL
EL. 13.0
EL. -20.0
BOTTOM OF SHEEPILE
VARIES
BOTTOM OF WALL
GRAVEL
EL. 13.0
EL. -6.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEETPILE
GRADE
EXISTING
6" OF TOP SOIL
6'
SAND
SWALE
GRASS-LINED
1'
6" OF TOP SOIL
EL. 13.0
SAND
EL. -0.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEEPILE
SWALE
GRASS-LINED
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
10'
6' 4'
T O
E D
R A
IN
D
E T
A
IL
S
GRAVEL
EL. 13.0
EL. -6.5
BOTTOM OF DRAIN
EL. -20.0
BOTTOM OF SHEETPILE
6'
SAND
6" OF TOP SOIL
SWALE
GRASS-LINED
GRADE
EXISTING
VARIES
BOTTOM OF WALL
BOTTOM
GRASS-LINED
SLOPE ONLY
4" CLAY LINING
ONLY
LINING SLOPE
4" CLAY
SLOPE ONLY
4" CLAY LINING
SLOPE ONLY
4" CLAY LINING
SWALE
GRASS-LINED
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
GEOTEXTILE TYPE I
SEE LEVEE TOE DRAIN DETAIL
SWALE
SLOPE ONLY
4" CLAY LINING
4'
1'
6"
R =6
6'
GEOTEXTILE TYPE I
GEOTEXTILE TYPE II
GRAVEL
SAND
GABION BASKET
6" OF TOPSOIL
GRASS-LINED SWALE
SLOPE ONLY
4" CLAY LINING
A
A
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
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
10'0
SCALE:1"=5'
5'
T-WALL STA 23+62 TO 36+42
1H 1V
CL
FLOW FLOW
10'0
SCALE:1"=5'
5'
1V 2.5H
1V 2.5H
1V 2.5H
2.5
2.5
SEE SHEET C-514 FOR CCS DETAILS.8.
DETAILS.
SEE SHEET C-504 FOR GABION BASKET 7.
DRAIN, ETC.
SAND TOE INFORMATION ON LEVEE MATERIAL,
SEE SPEC SECTION 31 00 00 FOR MORE 6.
FOR THE SWALE PROFILE.
INFORMATION ONLY, REFER TO SHEET C-203
SWALE SHOWN ON DETAILS IS FOR 5.
SECTION 31 00 00, PARAGRAPH 1.5.11.
FOR GRAVEL SIZE, REFER TO SPEC 4.
AREA BETWEEN NOTED STATIONS.
SECTIONS SHOWN ARE TYPICAL FOR 3.
SEE SHEET S-503 FOR T-WALL DETAILS.2.
THE LEVEE OR FLOODWALL AS SHOWN.
CLAY LINER ON THE PROTECTED SIDE OF
CONTRACTOR SHALL INSTALL A 4"-THICK
DURING SWALE CONSTRUCTION, THE
IF GROUNDWATER IS ENCOUNTERED 1.
NOTES:
FLOW
LEVEE STA 36+81 TO STA 46+29
LEVEE TOE DRAIN DETAIL
30'0
SCALE:1"=15'
15'
1H 1V
1H 1V
1V :2 .5
H
El +3.5
El +0.5
El +4.5
El +6.51V 2.5H
A M
A D
D E
D D
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SIDE
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SIDE
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SIDE
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SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
SIDE
FLOOD
SIDE
PROTECTED
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