Drawings_Jewel_Basin_NFSR_5392_Gravel_Laydown.pdf
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- Solicitation number
- AG-82B1-S-10-0361
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DRAWINGS/VICINITY MAPS
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| File | Type | Posted |
|---|---|---|
| AG-82B1-S-10-0361.pdf | ||
| Specifications for Jewel Basin RD 5392.pdf | ||
| Offeror's Copy Form.pdf | ||
| Section J - Food Storage Instructions.pdf | ||
| SF 1442.pdf |
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Title Sheet
Index to Sheets DescriptionSheet No.
Project Vicinity Map Project Area Map
4 Road Log, Typicals, & General Notes
Date
U.S. Department of Agriculture Forest Service, Northern Region
Flathead National Forest
Submitted By:
Reviewed By:
Construction Plans
Flathead Nat'l Forest, Jewel Basin Rd. 5392
Gravel & Laydown
Project Engineer Signature and Date on File
Signature and Date on File
Forest Supervisor Date
Approved By:
Recommended By:
District Ranger Date
Forest Engineer Date
Sheet No. 1
Signature and Date on File
Signature and Date on File
Signature and Date on File
Signature and Date on File
Project Vicinity Map Sheet 2 of 4
Echo Lake – Foothills –
Lake Blaine Paved County
Roads
NFSR #5392
Project Area Sheet 3 of 4
NFSR #5392 End Project MP 6.60
Begin Project MP 0.00
Foothills Road
Approx. MP 1.35
Sheet 4 of 4 Flathead Nat’l Forest, Jewel Basin NFSR #5392 Gravel & Laydown
Road Log, Typicals, and General Notes
Jewel Basin, NFSR #5392 Road Log Segment
Length (Miles)
Mile Post Description
0.00 Intersection Foothills Road (County)
Begin Project 6.60
6.60 Jewel Basin Parking Lot / Cabin
End Project
Total 6.60
General Notes Item 304(10) Crushed Aggregate – Place and spread crushed aggregate to a 4-inch compacted depth on existing turnouts and the parking area at end of project as directed by the CO. The additional quantity of material for these areas is included in the design quantity designated in the Schedule of Items.
Item 306(01) Reconditioning of Roadbed – Existing drain dips and sags shall be bladed and shaped to a 5% out slope prior to placement of crushed aggregate surfacing. Otherwise shape full width of existing traveled way and shoulder to existing cross slope.
Reshape existing ditches to drain and to dimensions shown below.
Typicals (not to scale)
14 ft. 3:13:1 4 Inch Compacted Depth Crushed Aggregate
16 ft.
Non Cut Road Section
4 Inch Compacted Depth Crushed Aggregate
Cut Road Section 16 ft.
Existing Hillside Cut Slope
Approx. 15.33 ft. 3:1
3:1
1:1
1 foot below subgrade
Crushed Aggregate Surfacing
Ditch Dimensions
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