Attach 3 - Plans and Drawings 2026 Whitetail Road 224 Construction.pdf

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Attached to
WHITETAIL ROAD 224 CONSTRUCTION Federal contract opportunity
Solicitation number
1240LT26Q0048
Issued by
Department of Agriculture Forest Service

About this file

This document is a construction specification and design drawing set for a forest road improvement project managed by the United States Department of Agriculture Forest Service, Rocky Mountain Region. The project involves restructuring and resurfacing approximately 1.70 miles of Whitetail Road (NFSR 224) located in the Bessey Ranger District, Thomas County, Nebraska, within the Nebraska National Forests & Grasslands.

The project scope includes reconditioning and lifting the existing roadway (first approximately 0.5 miles) to a fourteen-foot wide roadway with shoulders; constructing approximately 0.5 miles of new roadway from an existing ATV trail to fourteen-foot width with shoulders; constructing approximately 0.4 miles of new roadway from native ground to fourteen-foot width with shoulders; furnishing, hauling, and placing approximately 2,420 cubic yards of specified aggregate base course material to twelve-foot width for the full road length; and placing a ten-foot wide geogrid textile for erosion control along the entire road length. The project also includes construction of up to six turnouts with aggregate placement and optional work for excavation of up to six lead-off ditches estimated at 100 linear feet each. An option item includes furnishing, hauling, and placing an additional 1,655 cubic yards of specified aggregate. The typical road sections include crown and outslope configurations with minimum two percent grades, six inches of compacted aggregate base course, sand subbase materials, and specifications for cut and ditch details. Turnouts are fourteen feet wide by fifty feet long with eight-foot depths and include geogrid placement and six inches of compacted aggregate surfacing. The document was prepared by Thomas Emerson (Temerson) and approved by Amanda Gant as of February 19, 2026, with a revision date of 02/19/2026.

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DATENO.

REVISION / ISSUE

Xref .\X-USFS-BDR-DATA.dwg

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TITLE SHEET

TEMERSON

TEMERSON

XX

PROJECT LOCATION

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROCKY MOUNTAIN REGION

2026 WHITETAIL ROAD 224

CONSTRUCTION

NEBRASKA NATIONAL FORESTS & GRASSLANDS

BESSEY RANGER DISTRICT

THOMAS COUNTY,

NEBRASKA

ROAD

CIRCLE

GASTON

ROAD

R O

AD

#203

#259

ROAD

NATICK

#212 SO

U

TH

CIRCLE

#203

CIRCLE

R O

AD

#203

STA

TE

SCOTT

TOWER

N

AT

IC

K

ROAD #212 NORTH

SCENIC

ROAD

#223

OFFICESPUR 86B

NEBR.

NEBR HWY 2

PROJECT AREA

TO HALSEY

TO THEDFORD

HWY

#224

ROAD

CIRCLE

GASTON

ROAD

R O

AD

#203

#259

ROAD

NATICK

#212 SO

U

TH

CIRCLE

#203

CIRCLE

R O

AD

#203

STA

TE

SCOTT

TOWER

N

AT

IC

K

ROAD #212 NORTH

SCENIC

ROAD

#223

OFFICESPUR 86B

NEBR.

NEBR HWY 2

PROJECT AREA

TO HALSEY

TO THEDFORD

HWY

#224

2026 WHITETAIL ROAD

224 CONSTRUCTION

NEBRASKA NATIONAL

FORESTS &

GRASSLANDS

02/19/2026 04

AutoCAD SHX Text 2/19/26 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD CONSTRUCTION PHASE 2\USFS-TITLE-WHITETAIL-ROAD.DWG;;

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DATE

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REVIEWED AND RECOMMENDED BY:

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DISTRICT RANGER

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FOREST STAFF OFFICER FOR ENGINEERING ACTIVITES

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REVIEWER POSITION TITLE

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APPROVED:

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PLANS, SPECIFICATIONS, AND COST ESIMATES MEET TECHNICAL REQUIREMENTS

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COMPLIES WITH TECHNICAL ROAD REQUIREMENTS AND ENGINEERING STANDARDS

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CONSISTENT WITH APPLICABLE REGULATORY AND LAND MANAGEMENT PLAN REQUIREMENTS

AutoCAD SHX Text TRAVEL DIRECTIONS -FROM THE INTERSECTION OF MAIN STREET AND NEBRASKA HIGHWAY 2 IN HALSEY, NEBRASKA, TRAVEL WEST ON NEBRASKA HIGHWAY 2 WESTBOUND FOR 1.5 MILES. -TURN LEFT ONTO NE-86B SPUR FOR 0.2 MILES. -TAKE A SLIGHT RIGHT TO STAY ON NE-86B FOR 2.4 MILES. -TURN LEFT ONTO CIRCLE ROAD FOR 7.7 MILES -TURN LEFT ONTO WHITETAIL ROAD FOR 1.5 MILES

1'

Min. 2% crown, typ.Min. 2% crown, typ

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Existing groundline

Existing groundline

TYPICAL OUTSLOPE SECTION

Min. 2% outslope

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Existing groundline

Existing groundline

Sand subbase (typ)

RoadwayRoad shoulders

TYPICAL CUT or DITCH VIEW No Scale

SlopeRoadway

Existing ground

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Sand berms Sand berm

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TYPICAL ROAD CROWN SECTION

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Existing native sand material base course (typ).

Existing groundline

Existing groundline

TYPICAL OUTSLOPE SECTION

Min. 2% outslope

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6" compacted depth specified aggregate material base course (typ)

Existing groundline

Existing groundline

Sand subbase (typ)

Blend native sand material base course into sideslope to allow for drainage across the roadway.

RoadwayRoad shoulders

Small ditches or lead-off ditches shall be constructed through the sand berms that can not be sidecast at designated locations approved by the COR to allow water to get off the roadway. Cut shall be minimum 3' wide and no longer that what is needed to provide positive drainage flow off the roadway (typ).

TYPICAL CUT or DITCH VIEW No Scale

SlopeRoadway

Existing ground

Remove top of sand berm to existing ground surface level (typ). to not inhibit positive drainage off of road surface.

TYPICAL CUT or DITCH SECTION VIEW No Scale

Sand berms

Sand berms Sand berm Sand berm

6" compacted depth specified aggregate material base course (typ)

TYPICAL CUT or DITCH SECTION VIEW No Scale

6" compacted specified aggregate material base course (typ)

6" compacted depth specified aggregate material base course (typ)

Existing native sand material base course (typ)

14'

14'

Existing native sand material base course (typ)

Aggregate Compacted Depths

Specified aggregate will be placed and compacted to a depth of six (6) inches for the full extend of this project.

Existing sand berms along the road shoulders. Remove sand berms to native material height by blading the sand berm off onto the surrounding landscape or onto the roadway. This is to allow water to run off the roadway surface, before the geogrid is placed, instead of down the roadway (typ). At designated locations (steep downslope), the sand berms may be left, and cuts and ditches through the sand berms shall be constructed (see detail below).

Existing sand berms along the road shoulders. Remove sand berms to native material height by blading the sand berm off onto the surrounding landscape or onto the roadway. This is to allow water to run off the roadway surface, before the geogrid is placed, instead of down the roadway (typ). At designated locations (steep downslope), the sand berms may be left, and cuts and ditches through the sand berms shall be constructed (see detail below).

Specified geogrid 10' wide for the entire length of the roadway. (typ)

Existing 12"-36" deep x 10' wide embedded roadbed. Place excavated sand from backslope excavation into embedded roadbed as shown and compact. (typ)

DATENO.

REVISION / ISSUE

Xref .\X-USFS-BDR-DATA.dwg

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TYPICAL ROAD

SECTIONS AND DETAILS

TEMERSON

TEMERSON

XX

2026 WHITETAIL ROAD

224 CONSTRUCTION

NEBRASKA NATIONAL

FORESTS &

GRASSLANDS

02/19/2026 04

AutoCAD SHX Text 2/19/26 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD 10:20 THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD THOMASEMERSON C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD C:\USERS\THOMASEMERSON\BOX\03. CUI R02 NNF PROG 7100-ENGOPS\03. CUI R02 NNF PROG 7100-ENGOPS SO\ACTIVE\PROJECTS & CONTRACTS\BESSEY RANGER DISTRICT\NTP FR 224 WHITETAIL ROAD CONSTRUCTION PHASE 2\USFS-TITLE-WHITETAIL-ROAD.DWG;;

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DATE

25'

14' Wide Roadway

Turnout

50' 25'

8'

TYPICAL TURNOUT PLAN VIEW

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Excavated material

Turnout to be located by the Government and may be located on either side of the roadway.

Excavated material Excavated material

1'

WHITETAIL ROAD

Min. 2% crown, typ.

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14'Place 6" of compacted aggregate material base course over 10' specified geogrid geotextile fabric (typ).

Existing groundline

Existing groundline

Existing 12"-36" deep x 10' wide embedded roadbed. Place excavated sand from backslope excavation into embedded roadbed as shown and compact. (typ)

8'

Turnout SectionRoadway

Excavate to dimensions shown to remove vegetation.

Also place specified geogrid geotextile fabric to dimensions and place on compacted sand. Place 6" compacted aggregate material on top as shown. Place excavated material off to the side without creating a berm. Blend into landscape to allow for drainage away from turnout.

Drain Excavated material

Backslope excavation to be placed in existing embedded roadbed and compacted. Both sides of roadway are similar.

Seed and mulch exposed sand.

Min. 2% crown, typ.

TYPICAL ROAD SECTION and TURNOUT SECTION

3:15:1

DATENO.

REVISION / ISSUE

Xref .\X-USFS-BDR-DATA.dwg

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TYPICAL TURNOUT

SECTIONS AND DETAILS

TEMERSON

TEMERSON

XX

2026 WHITETAIL ROAD

224 CONSTRUCTION

NEBRASKA NATIONAL

FORESTS &

GRASSLANDS

02/19/2026 04

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DATE

USFS-TITLE-WHITETAIL-ROAD SITE MAP & NOTES (1)
2026-WHITETAIL-ROAD-CONSTRUCTION
Sheets and Views
USFS-TITLE-WHITETAIL-ROAD-TITLE SHEET
USFS-TITLE-WHITETAIL-ROAD-SITE MAP & NOTES
USFS-TITLE-WHITETAIL-ROAD-TYPICAL SECTION & DETAILS
USFS-TITLE-WHITETAIL-ROAD-TYPICAL SECTION & DETAILS (2)
2026-04-02T07:07:40-0600
THOMAS EMERSON
2026-04-02T09:28:19-0500
Tedd N Teahon
2026-04-02T08:03:20-0600
AMANDA GEHRT

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