Attachment 4 Braxton Co EWP-Sites12_OHW_updated.pdf
PDF 210 KB Posted
- Attached to
- EWP Streambank Stablization Braxton County, West Virginia Federal contract opportunity
- Solicitation number
- 12FPC325B0001
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| S01 12FPC325B0001 Amend 3.pdf | ||
| S01 12FPC325B0001 Amend 2.pdf | ||
| Braxton County Job Showing QA - JCW-6-26-2025.docx | DOCX document | |
| Attachment 4 Wage determination.txt | TXT text file | |
| Attachment 1 Combined Specs.pdf | ||
| Attachment 2 Sugar Creek Drawings.pdf | ||
| S01 12FPC325B0001 Amend 1.pdf | ||
| Attachment 3 Braxton County EWP Drawings.pdf | ||
| Attachment 2 Sugar Creek EWP - FULL SPECS.pdf | ||
| Attachment 5 Wage determination.txt | TXT text file | |
| S01 12FPC325B0001.pdf | ||
| Attachment 1 Saltlick Creek - FULL SPECS.pdf |
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Text version
EXISTING
GROUND
GROUTED ROCK RIPRAP SECTION
3'
5'
1.5
EXCAVATION
LIMITS
1'- 6"
6"
3'
5'
1.5
2' OF 6"- 18" GROUTED ROCK RIPRAP. FOR DETAILS,
SEE CONSTRUCTION SPECIFICATION 62
RIPRAP BLANKET
6" OF #57 AGGREGATE
STREAM BOTTOM
2' MIN. OF TOPSOIL ON GEOTEXTILE
OVER TOP OF RIPRAP. PROVIDE
POSITIVE DRAINAGE.
GEOTEXTILE
2'
POSITIVE DRAINAGE
1'
1'- 6" OHW LEVEL. FILL BELOW
OHW MARK 0.78 CY/FT
3" SCHEDULE 40 ASTM D1785
DRAINAGE PIPE, 10' C.C. (MAX)
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NOT TO SCALE
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
| Sheets and Views |
| 8.5x11 Section OHW |
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