Typical_Drawings.pdf
PDF 1 MB Posted
- Attached to
- Portage Bay Washout Bridge Repair Project
- Solicitation number
- AG-0109-S-16-0021
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Project Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| amendment_003_.doc | DOC document | |
| amendment_002_.doc | DOC document | |
| amendment_001_.doc | DOC document | |
| Washout_photos.pdf | ||
| Bridge_Site_Photos.pdf | ||
| 4-WD_AK160006.pdf | ||
| RFP-AG-0109-S-16-0021final.rtf | RTF text file | |
| Portage_Bay_Map.pdf | ||
| FSSS.docx | DOCX document | |
| Worklist.pdf | ||
| SF-1442_AG-0109-S-16-0021.rtf | RTF text file |
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Text version
STORMPROOFED CULVERT
PLAN VIEW
1. STORMPROOFING MAY BE SHIFTED ALONG THE ROADGRADE AS DESIGNATED
BY THE CO, TO MAINTAIN REQUIRED CULVERT COVER.
2. STORMPROOFING SHALL BE SUFFICIENT TO CARRY STREAM FLOWS EQUAL TO
CULVERT HYDRAULIC CAPACITY
3. A DITCHBLOCK SHALL BE CREATED BY PLACING EXCAVATED MATERIAL ON
ROADWAY AND IN THE DITCHLINE AGAINST THE CUTBANK (IF ANY) ON THE
DOWNGRADE SIDE OF WATERBAR ONLY.
4. EXCAVATED MATERIAL SHALL BE PLACED AS SHOWN ON THE DRAWINGS. IT IS
PERMISSIBLE TO FILL THE DOWNSLOPE DITCH. MATERIAL WHICH CAN NOT BE
PLACED AS SHOWN ON THE DRAWINGS SHALL BE LOADED, HAULED, AND
DISPOSED OF AS DIRECTED BY THE CO. ALL SLOPES SHALL BE CONSTRUCTED
AS DRAWN.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND FERTILIZED AS SPECIFIED IN THE
CONTRACT.
GENERAL NOTES
PROJECT TITLE STORMPROOFED CULVERT
??? DISTRICT
Q. SMITH 05/11/12
Q. SMITH 05/11/12
X. XXXXXXXXXX XX/XX/XX
XX/XX/XX
XX/XX/XX XXXXXXXXXXXXX X.XXXXXX
XX/XX/XX XXXXXXXXXXXXX X. XXXXXX
ACAD.DWG
X XX
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
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