C-302.pdf
PDF 282 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be a set of engineering drawings and details related to the Port Monmouth Hurricane and Storm Damage Reduction Project, Phase II, Contract 4B, in Middletown Township, New Jersey.
The key details are:
- The U.S. Army Corps of Engineers, New York District, intends to issue a solicitation for a firm-fixed-price construction contract for this project, which has an estimated value between $50-75 million.
- The project scope includes 1,521 LF of floodwall, 1,040 LF of levee, contaminated material handling, excess material disposal, borrow material, road closure gates, and steel H-piles.
- The solicitation is anticipated to be issued 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.
- This will be a Small Business Set-Aside procurement, under NAICS code 237990 with a $45 million size standard.
- The solicitation and all amendments will be issued electronically via the Contract Opportunities website at www.sam.gov. Interested parties must be registered in SAM.gov to access the solicitation.
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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 55-10-20-30
Sta. 13+00
-10
0 10 20 30 40 50 55-10-20-30
Sta. 14+00
-10
0 10 20 30 40 50 55-10-20-30
Sta. 15+00
-10
0 10 20 30 40 50 55-10-20-30
Sta. 16+00
-10
0 10 20 30 40 50 55-10-20-30
Sta. 17+00
-10
0 10 20 30 40 50 55-10-20-30
Sta. 18+00
-10
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70-80-90-100-105
Sta. 19+50
-10
0 10 20 30 40 50 60 65-10-20-30-40-50-55
Sta. 20+00
EsmtT = 24.7'
EsmtT = 23.7'
EsmtT = 24.3'
EsmtT = 27.8'
EsmtT = 23.2'
EsmtT = 26.4'
EsmtT = 101.1'
EsmtT = 52.9'
EsmtT = 48.9'
EsmtT = 47.9'
EsmtT = 43.7'
EsmtT = 50.9'
EsmtT = 50'
EsmtT = 50'
EsmtT = 66.3'
EsmtT = 60.6'
Asphalt Gravel AsphaltGravel
Asphalt
Gravel
Asphalt
Gravel
6'
Grade to Swale
8.5'
Test Area
Pile Load
Existing Swamp Area
Swale
Grade to
5'
5'
5'
3'
3'
5'
PROTECTED FLOOD
PROTECTED FLOOD
cL cL cL cL cL cL cL cL
Inv. 1.31
"x½" corr., lined)3
(2
24" CMP
C-302
0 10 20FT510
SCALE: 1''= 10' (H/V)
NOTE: All slopes are 2.5H:1V unless otherwise indicated.
El. 13
El. -2.5
El. -4.0
El. -4.0
El. -4.0
El. -4.0
El. -4.0
El. -4.0
El. -4.0
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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
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