Amendment 0003 - Drawing 8.pdf
PDF 418 KB Posted
- Solicitation number
- W9123821B0011
About this file
This document package includes construction drawings and specifications for the Public Law 84-99 Site 0412-28 Yolo Bypass Levee Repair project. The project involves repairing and realigning sections of the canal and levee, installing and replacing culverts, and restoring adjacent slopes. Bids are due by September 3, 2021 at 10:00 AM PST and shall be submitted in accordance with solicitation W9123821B0011. The solicitation is a 100% Small Business set aside being conducted by the Department of the Army Corps of Engineers Sacramento District. The drawings provide details for the proposed repairs including relocating sections of the canal, installing new and replacing existing culverts, restoring adjacent slopes, and aligning the levee crown.
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Text version
GGGGG
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B
YOLO BYPASS
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N
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CANAL
STAGING
AREA
2+00
3+00 4+00
5+00
6+00 7+00
8+00
9+00 10+00 11+00 12+00
13+00
13+49.78
HAUL ROUTE
HAUL ROUTE
12A
12B
3+00
4+00
5+00
7+00
8+00
11+00
12+00
13+00
13+95.26
LANDSIDE BENCH
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US Army Corps of Engineers
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C-100s V3.dwg
CANAL REALIGNMENT PLAN
SCALE: 1" = 40'
C-501
B1
C-501
C1
C-501
A2
CROSS CANAL AREA
SCALE: 1" = 20'
CONSTRUCTION NOTES:
1. IF THERE IS A VARIATION BETWEEN EXISTING
GROUND AND CONSTRUCTED SLOPE, PROVIDE
SMOOTH TRANSITION TO EXISTING GROUND AT A
MINIMUM 4:1 SLOPE FOR ALL AREAS OF DESIGN.
KEYNOTES:
RELOCATED CANAL (EXISTING ENCROACHMENT). SEE
A1 SHEET C-502 FOR CANAL DETAIL.
EXISTING (2) 48" CMP. SEE SHEET CD-101.
INSTALL (2) NEW 48" 10-GAUGE CMP. SEE B1 SHEET
C-501 FOR TYPICAL CULVERT SECTION AND
ELEVATIONS.
RESTORE CROSS CANAL SLOPE (EXISTING
ENCROACHMENT). SEE A3 SHEET C-501 FOR TYPICAL
CROSS CANAL DETAIL.
REMOVE AND REPLACE FULL LENGTH IN-KIND 24"
CMP. PLACE PIPE AT PRE-CONSTRUCTION INVERT
ELEVATIONS.
CANAL STA. 4+75. BEGIN CANAL REALIGNMENT.
CANAL INVERT TO MATCH EXISTING ADJACENT
ELEVATION.
LEVEE CROWN CENTERLINE ALIGNMENT. SEE SHEET
G-004.
RELOCATED CANAL CENTERLINE ALIGNMENT. SEE
SHEET G-004.
CANAL STA. 10+75. END CANAL REALIGNMENT. CANAL
INVERT TO MATCH EXISTING ADJACENT ELEVATION.
ACCESS ROAD. SEE A2 SHEET C-501 FOR TYPICAL
ACCESS ROAD SECTION.
LEVEE CROWN. SEE C1 SHEET C-301 FOR TYPICAL
LEVEE CROWN SECTION.
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