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

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Other files for this federal contract opportunity

Other files attached to Fall River Road Aggregate, newest first.
File Type Posted
Attachment 1 - Schedule of Items.xls XLS spreadsheet
Attachment 2 - Description of Work.pdf PDF
Attachment 3 - Specifications.pdf PDF
1240LT23Q0026 - Fall River Road Aggregate.pdf PDF
Attachment 5 - WD SD20230032.pdf 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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NO SCALE

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NEBRASKA

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DAKOTA

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LOCATION MAP

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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 Fall River Ranger District

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VICINITY MAP

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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.

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US 83

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AutoCAD SHX Text Maps

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

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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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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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FALL_RIVER_RANGER_DISTRICT

1 Location map and drawings
Sheets and Views
Model
2_Reconditioning_of_Roadbed
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Model
3_typical_road_section
Sheets and Views
Model

File details come from the government source that posted it. Updated .