Attachment 4 - Drawings NFSR 206 Sand Creek Road.pdf

PDF 690 KB Posted

Attached to
2021 GAOA Road Aggregate Fort Pierre Ranger District NFSR 206 Road
Solicitation number
1240LT22Q0059
Issued by

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Other files

File Type Posted
Attachment 6 - Contractor info and Past Performance Information Sheet.pdf PDF
Attachment 1 - DOW NFSR 206 Sand Creek Road.pdf PDF
Attachment 3 - Aggregate Spec 206 Sand Creek Road.pdf PDF
Attachment 5 - Wage Determination Stanley County - SD 20220001.pdf PDF
Attachment 2 - Supplement Specifications 206 Sand Creek Road.pdf PDF
Solicitation 1240LT22Q0059 Ft Pierre NFSR 206.pdf PDF

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PROJECT LOCATION

2021 GAOA Fort Pierre Road Aggregate

AutoCAD SHX Text Regional Engineer

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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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AutoCAD SHX Text Chadron

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AutoCAD SHX Text Buffalo Gap National Grassland

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AutoCAD SHX Text Pierre

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SH 2

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US 26

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NEBRASKA

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SOUTH

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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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TITLE SHEET

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AutoCAD SHX Text 3/2022

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2021 GAOA FT. PIERRE ROAD AGGREGATE

Sand Creek Road NFSR 206

Fort Pierre, SD

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KEARNEY

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KEARNEY

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NA

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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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AutoCAD SHX Text 03/2022

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VICINITY MAPS

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VICINITY MAP

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NO SCALE

AutoCAD SHX Text Hwy. 1806

AutoCAD SHX Text Hwy. 83

AutoCAD SHX Text Native American Scenic Byway

AutoCAD SHX Text SAND CREEK ROAD NFSR 206: From Fort Pierre District Office, travel south on Hwy. 83 for approximately 2.6 miles, then turn east on Native American Scenic Byway (Hwy. 1806) for approximately 14.53 miles, then turn right onto Presho Road #22. Travel south approximately 3.21 miles to NFSR #206 on right. Beginning of project as staked by the Government.

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2021 GAOA FT. PIERRE ROAD AGGREGATE

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NFSR 251

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291 AVE

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296 AVE

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NFSR 206

Dispose of as approved by the Contracting Officer

No work required.

Surface irregularities greater than 2 in.

No work required

Cast over fill slope if over 4" diameter.

Section With Ditch

RECONDITIONING OF ROADBED

30307

Section Without Ditch

AutoCAD SHX Text travelway widths, 12 ft. minimum.

AutoCAD SHX Text Required reconditioning includes widening for fill, AutoCAD SHX Text Width varies, match existing

AutoCAD SHX Text curves, and turnouts, if necessary and staked.

AutoCAD SHX Text Clearing:

AutoCAD SHX Text Excess and Unsuitable Material: . .

AutoCAD SHX Text Intersecting Roads:

AutoCAD SHX Text Scarification:

AutoCAD SHX Text Rock Disposal:

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text 3 ft. 1 ft.

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* NOTE:

AutoCAD SHX Text Recondition ft

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AutoCAD SHX Text Recondition ft

AutoCAD SHX Text travelway widths, 12 ft. minimum.

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* NOTE:

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TYPICAL ROAD SECTIONS

TYPICAL OUTSLOPE SECTION

TYPICAL ROAD CROWN SECTION

No Scale up to 4% recondition roadway

1'

-4

No Scale c

L recondition roadway

14'

14' c

L

NOTES:

4 inch compacted depth

4 inch compacted depth aggregate surfacing

12' aggregate surfacing

12'

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2021_GAOA_FT._PIERRE_ROAD_AGGREGATE

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TYPICAL_ROAD_SECTIONS

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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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KEARNEY

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Placed aggregate has a 12 foot wide running surface at a 4 inch compacted depth. NOTE: There are sections of roadway that have geosynthetic materials embedded to support the roadway base. These materials shall be left in place and not disturbed. Place aggregate over them and lightly blade when finished.

1 title sheet
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2 Vicinity map
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3 Reconditioning_of_Roadbed_dwg
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4 typical road section and notes
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File details come from the government source that posted it. Updated .