REVISED sheet B-1a plan sheet.pdf
PDF 175 KB Posted
- Attached to
- Canaan Mountain Road Repairs
- Solicitation number
- 12445525B0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a road log for ERFO 13 Road Project, issued by the USDA Forest Service for the Monongahela National Forest, located in the Great Potomac Ranger District. The road log details extensive road maintenance and infrastructure improvements spanning multiple stations between 0.638 and 8.378 miles. Key work includes road grading, reshaping ditches, adding stone coverage, replacing culverts, installing gas pipes, and implementing erosion control measures. Specific tasks involve upgrading culvert sizes from aluminum to HDPE (High-Density Polyethylene), adding rip-rap for bank stabilization, constructing rock headwalls, and addressing water drainage and road surface issues. The project involves precision engineering with specific requirements such as 13-foot wide road surfaces, 4-inch deep stone layers using 1½ crusher run, and targeted infrastructure enhancements to manage water flow and prevent road degradation.
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Other files
| File | Type | Posted |
|---|---|---|
| FR13 RD REPAIR Q AND A 8-21-2025 UPDATED.docx | DOCX document | |
| REVISED BID SHEET.pdf | ||
| REVISED sheet A-4a plan sheet.pdf | ||
| FR13 RD REPAIR Q AND A 8-21-2025 (002).docx | DOCX document | |
| Site Visit Location Map FR13 Road Project.pdf | ||
| 12445525B0012.pdf | ||
| 2 FR13 S-O-W.docx | DOCX document | |
| Davis Bacon.pdf | ||
| SOI.pdf | ||
| 7 FR13 ERFO 23 Road Project V3 final.pdf |
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Text version
Updated 8-21-2025
ERFO 13 Road log (Milage started at the gate) (Add .741 to mileages for total length from SR32)
1. Station 0.638 – 0.770 Grade, reshape road, reshape ditch, and add stone full width 13 feet wide
4” deep. (1 ½ crusher run)
2. Station 1.871 – 2.014 Grade, reshape road, reshape ditch, and add stone full width 13 feet wide
4” deep. (1 ½ crusher run)
3. Station 2.393 Raise roadbed (SEE PLANS SECTION C)
4. Station 3.737 – 4.092 Grade, reshape road, reshape ditch, and add stone full width 13 feet wide
4” deep. (1 ½ crusher run)
5. Station 4.093 new 18-inch gas pipe 26 feet long no skew and construct +- 15 of L.O.D AND ADD
25 TONS FOR COVER.
6. Station 4.400 fill road to reestablish ditch line 100 ton added start stone at station 4.373.
7. Station 4.682 new 18-inch gas pipe 26 feet long no skew and construct +- 15 of L.O.D.
8. Station 4.913 – 4.983 Grade, reshape road, reshape ditch, and add stone full width 13 feet wide
4” deep. (1 ½ crusher run)
9. Station 5.960 Replace existing 18-inch ALUM, excessive water has topped culvert and eroded edge of road and ditch culvert needs up sized to 24-inch HDPE 30 feet long 25-degree RFS.
Reconstruct road to full 13 feet wide for 150 feet down station and 100 feet up station.
Construct armored spec ditch for 150 to collect springs coming out of cut bank. (Old Mountain 1
2019 ERFO event moved to 2023 ERFO Event.)
10. Station 6.106 Replace existing 30-inch ALUM, excessive water has topped culvert and eroded edge of road and ditch culvert needs up sized to 42-inch HDPE 30 feet long. Install 62 tons of class 3 Rip-Rap to armor and stabilize fill.
11. Station 6.199 Replace existing 18-inch ALUM, excessive water has topped culvert and eroded edge of road and ditch culvert needs up sized to 24-inch HDPE 30 feet long 25-degree RFS.
12. Station 6.476 – 6.592 Grade, reshape road, reshape ditch, and add stone full width 13 feet wide
4” deep. (1 ½ crusher run)
13. Station 6.575 Replace existing 18-inch ALUM, excessive water has topped culvert and eroded edge of road and ditch culvert needs up sized to 24-inch HDPE 24 feet long, the adjacent stream is attacking fill slope and will need 25 tons of Class 3 rip-rap to armor this section of road and shoulder.
14. Station 6.955 Replace existing 18-inch ALUM, excessive water has topped culvert and eroded edge of road and ditch culvert needs up sized to 24-inch HDPE 30 feet long 25-degree RFS add 25 tons gabion stone to stabiles fill bank.
15. Station 7.278 Replace existing 36-inch ALUM, (SEE PLAN SECTION D)
16. Station 8.378 existing 60” culvert. The inlet needs rock headwall constructed. (SEE PLAN SHEET
A-5 FOR DETAIL)
File details come from the government source that posted it. Updated .