C-303.pdf
PDF 285 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be a site cross-section drawing related to the Contract 4B, Port Monmouth Hurricane and Storm Damage Reduction Project. The federal contract opportunity for this project involves the U.S. Army Corps of Engineers, New York District seeking to award a firm-fixed-price construction contract for Phase II of the project. The scope includes construction of 1,521 LF floodwall, 1,040 LF levee, contaminated material removal, excess material hauling and disposal, borrow material, road closure gates, and steel H-piles. The contract will be a small business set-aside, with an anticipated IFB issuance on or about May 10, 2024 and bids due approximately 30 days later. The base period of performance is 1,300 calendar days. The magnitude of the construction is estimated between $50-$75 million. All solicitation documents will be available electronically through the Contract Opportunities website.
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Text version
Existing
3. 2" Decomposed Granite, grade into existing.
DENSITY in accordance with Spec 31 00 00.
Granular Fill Material to 95% ASTM D1557 of MAX DRY strip topsoil and over-excavate 6". Compact Select
2. Prior to placement of Select Granular Fill Material, MAX DRY DENSITY.
1. Compact Aggregate Base Course to 98%, ASTM D1557, DETAIL NOTES:
-10
0 10 20 30 40 50 60 70 75-10-20-30-40-50-60-65
Sta. 21+00
-10
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-85
Sta. 22+00
-10
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
Sta. 23+00
-10
0 10 20 30 40 50 55-10-20-30-40
Sta. 23+38
-10
0 10 20 30 40 50 55-10-20-30-40
Sta. 24+00
EsmtT = 62.1'
EsmtT = 84.8'
EsmtT = 91'
EsmtT = 35' EsmtT = 38.5'
EsmtT = 74.4'
EsmtT = 108.1'
EsmtT = 92.8'
EsmtT = 50.5' EsmtT = 50'
PROTECTED FLOOD
Asphalt
Gravel
Asphalt
Gravel
5'
Asphalt
Gravel
Asphalt
Gravel
6'
Asphalt AsphaltGravel Gravel
8.75'
Test Area
Pile Load
Bot. El. -2.5 cL
Bot. El. -2.5 cL
Campbell Road
3' cL cL cL cL cL
Inv. 1.7
(class IV)
Twin 12" RCP
Grade to Sla b Grade to Slab
El. 4.1'
(open gate)
Gate Slab
El. 4.1'
(open gate)
Gate Slab
Inv. 1.7
(class IV)
Twin 12" RCP
C-303
0 10 20FT510
SCALE: 1''= 10' (H/V)
NOTE: All slopes are 2.5H:1V unless otherwise indicated.
El. 13
El. -4.0
El. -4.0
El. -4.5
El. 13
El. 13
D A
T E
S T
A t o
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New York District
M A
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TYPICAL PAVEMENT SECTION (HENRY HUDSON TRAIL)
8' Asphalt 5' Shoulder
1% 1%
2" DG
Per Spec 32 12 16
2" HMA
See Note 1
6" ABC
See Note 2
6" Select Granular Fill Material, Shoulder
6V:1H 6V:1H
6V:1H
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IDENTIFICATION
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