Attachment 4 - Combined Drawings.pdf
PDF 554 KB Posted
- Attached to
- Fall River Road Aggregate Federal contract opportunity
- Solicitation number
- 1240LT23Q0026
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| Attachment 2 - Description of Work.pdf | ||
| Attachment 3 - Specifications.pdf | ||
| 1240LT23Q0026 - Fall River Road Aggregate.pdf | ||
| Attachment 5 - WD SD20230032.pdf |
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Text version
PROJECT LOCATION
GAOA 2022 Fall River Aggregate Placement
AutoCAD SHX Text Regional Engineer
AutoCAD SHX Text Forest Supervisor
AutoCAD SHX Text Forest Engineer
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OF
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KEARNEY
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KEARNEY
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NA
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PLOT SCALE:
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FOREST SERVICE
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ROCKY MOUNTAIN REGION
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U.S. DEPARTMENT OF AGRICULTURE
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GAOA 2022 FALL RIVER AGGREGATE PLACEMENT
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US 385
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US 83
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US 385
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WYOMING
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ROCKY MOUNTAIN REGION (R-2)
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NEBRASKA NATIONAL FORESTS & GRASSLANDS
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AutoCAD SHX Text Revised 2/2023 KE
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AutoCAD SHX Text NFSR 7045: From US Hwy 385, travel east through Smithwick, SD, on Fall River County Road 1 for 14.1 miles to intersection with Fall River County Road 1E, turn north and travel approx. mile to intersection with NFRS 12 mile to intersection with NFRS 7045 on right, the Point of Beginning for this project.
AutoCAD SHX Text Fall River CR 1
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NFRS 7045
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AutoCAD SHX Text NFRS 7045 is an existing two-track road with cattle guards at fence crossings.
AutoCAD SHX Text NFRS 7045 continues
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Aggregate does not go all the way out to shoulder.
Dispose of by side-casting
No work required.
As needed to achieve crown section
No work required
Required reconditioning includes necessary widening for fill, curves and turnouts.
Crown shall be sloped out from centerline
Cast over fill slope.
Crown Section With 4 Inch Compacted Aggregate
RECONDITIONING OF ROADBED
Revised: 12/2022 KE
* NOTE:
30307
Aggregate: 12 ft.
Recondition Existing Flat Road to Crown Section
Recondition: 14 ft.
Use ditch material for roadway crown construction, as needed.
Ditch may not be constructed if water flows off roadway and/or material is not needed for crown construction.
4" compacted aggregate (typ).
Existin g groundlin e
Existing two-track road, typ. width: 8'-10'
GAOA 2022 Fall River Aggregate Placement
NFSR 7045
Proposed ditch shall be 12"
(min.) below centerline elevation.(typ).
Existin g gro undlin e
AutoCAD SHX Text Clearing:
AutoCAD SHX Text Excess and Unsuitable Material: . .
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AutoCAD SHX Text Scarification:
AutoCAD SHX Text Rock Disposal:
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L
TYPICAL ROAD SECTIONS
TYPICAL OUTSLOPE SECTION
TYPICAL ROAD CROWN SECTION
No Scale
Slope reconditioned roadway
1'
S lo p e
No Scale c
L aggregate
12'
14' c
L
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NOTES:
4 inch aggregate compacted depth
4 inch aggregate compacted depth
Placed aggregate has a 12 foot wide running surface with a 4 inch compacted aggregate depth and a 1 foot taper both sides.
reconditioned roadway
14'
Ditch line is 12 inches lower
(min) than crown centerline
(typ).
aggregate
12'
12 inch taper, both sides (typ)
It may not be necessary to construct a ditch if water drains away from constructed roadway.
In this case, only construct a ditch if material is needed to construct roadway as shown.
Existing groundline
Existing groundline
Revised: 2/2023 KE
E x is tin g g ro u n d lin e
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GAOA_2022_FALL_RIVER_AGGREGATE_PLACEMENT
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TYPICAL_ROAD_SECTIONS
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FILE
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KEARNEY
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FOREST SERVICE
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ROCKY MOUNTAIN REGION
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U.S. DEPARTMENT OF AGRICULTURE
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FALL_RIVER_RANGER_DISTRICT
| 1 Location map and drawings |
| Sheets and Views |
| Model |
| 2_Reconditioning_of_Roadbed |
| Sheets and Views |
| Model |
| 3_typical_road_section |
| Sheets and Views |
| Model |
File details come from the government source that posted it. Updated .