Drawing CD-100 amended.pdf
PDF 3 MB Posted
- Attached to
- P. L. 84-99 Site 0561-32 & 33 Federal contract opportunity
- Solicitation number
- W9123821B0008
About this file
This document includes a solicitation for a federal construction contract opportunity and related project drawings. The solicitation is for repair work at PL 84-99 Site 0561-32 & 33 located along the Sacramento River north of Grimes, California. Seepage and boils were observed on the landside of the levee during high water in 2017 requiring repairs. The project scope includes construction of an approximately 80 foot long by 2200 foot long seepage berm landward of the levee toe, which may include materials such as filter sand, geotextile, drain rock, levee fill, coarse rock or riprap. The contractor will be responsible for all earthwork, dust control, hauling and placement of materials, clearing, stripping and grubbing required for repairs. Submittals such as material specifications, surveys, schedules, safety plans and record drawings will be required. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Sacramento.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 18MAY2021.pdf | ||
| Amendment 0001.pdf | ||
| Drawing G-002 amended.pdf | ||
| Site Visit Sign in Sheet 22APR2021.pdf | ||
| Attachment 3 - Wage Determination.pdf | ||
| Attachment 5 - Pre-Award Survey.pdf | ||
| Solicitation W9123821B0008.pdf | ||
| Attachment 1 - Specifications.pdf | ||
| Attachment 2 - Drawings.pdf | ||
| Attachment 4 - Bid Schedule.pdf |
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Text version
Sacramento River
CECIL LAKE
CECIL LAKE
RIVER MILE 126.80
RIVER MILE 127.00
RIVER MILE 127.20
48" CORRUGATED METAL PIPE
PROTECT IN PLACE
CONCRETE SUPPORT
PROTECT IN PLACE
CATWALK
PROTECT IN PLACE
SEE NOTE 3
DEMOLITION TO INCLUDE EXCAVATION OF
EXISTING PAD TO NATIVE SUBGRADE
24" PIPE
REMOVE AND DISPOSE
DROP INLET
REMOVE AND DISPOSE
24" CMP Protect in Place
Coordinates:
39.095372, -121.89843
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Demo Plan 0561-32/33
CD
GENERAL NOTES
1. A 12FT EASEMENT IS REQUIRED FROM THE TOE OF THE BERM.
2. BERM WIDTH VARIES TO FIT EXISTING LAKE TOPOGRAPHY. BERM WIDTH IS NOT
BASED ON DIFFERING FOUNDATION CONDITIONS.
3. COMPACTION AND GROUND DISTURBANCE WITHIN 10FT OF 48in CMP MUST BE
LIMITED IN ORDER TO PROTECT EXISTING PIPE IN PLACE. EXISTING PIPE NOT PART OF
THE FLOOD RISK MANAGEMENT PROJECT.
4. PAD TO BE DEMOLISHED AS SHOWN ON SHEET CD-100 OF THE PLAN SET. A
QUANTITY OF 270 CY WAS ESTIMATED BASED ON 6IN DEPTH OF THE AREA OUTLINED
ON SHEET CD-100. ASSUME THE PAD IS COMPRISED OF COMPACTED SOIL AND
AGGREGATE.
Feet
0 300 600
AM-001
| Sheets and Views |
| CD-100 |
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