CO OMAD 300(69) Plans_signed.pdf

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CO OMAD 300(69) Minuteman Missile Access Road
Solicitation number
6982AF24B000018
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About this file

This document is a Request for Proposal (RFP) for the CO OMAD 300(69) Minuteman Missile Access Road project. The project involves re-graveling up to 116.910 miles of existing gravel on Minuteman Missile Access Roads in Colorado, Nebraska, and Wyoming. The scope includes roadway reconditioning and adding four inches of aggregate surface course. The work will be awarded on a fixed-price variable-scope basis, with the total mileage dictated by the funding amount. The project is anticipated to include road segments in Laramie County, WY; Weld County, CO; Logan County, CO; Banner County, NE; Cheyenne County, NE; and Kimball County, NE. The principal work items include aggregate surface reconditioning and re-graveling. The project is scheduled to be advertised in September 2024, awarded in Fall 2024, and constructed from June 2025 through September 2025. The estimated project value is $8,650,000.

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Other files

File Type Posted
Bid Opening Summary CO OMAD 300(69).pdf PDF
Amendment A002.pdf PDF
QnA 10 23 24.pdf PDF
Amendment A001.pdf PDF
FP-14_Eng.pdf PDF
6982AF24B000018- CO OMAD 300(69) Minuteman Missile Access Road.pdf PDF

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Text version

DI

footingftg.

finishfin.

flared end sectionFES federalFed.

fill facef.f.F exteriorext.

expansion jointexp. jt.

excavationexc.

edge of waterEW and wifeet ux and otherset al edge of roadER equationEQ or eq.

edge of pavementEOP

Engineer(s)engr(s).

embankmentemb.

elevationelev.

elevation with numberEl. 94.066 superelevation ratee eastEE drawing(s)dwg(s).

donation land claimDLC districtDist.

distancedist.

diaphragmdiaph.

diagonaldiag.

diameterdia. or D drop inletDI design hour volumeDHV decrementdecr.D culvertculv.

contingent sumCTSM centersctrs.

point of curve to spiralCS creekcr.

corrugatedcorr.

continuouscont.

construction jointconstr. jt.

constructionconstr.

concreteconc.

columncol.

countyCo.

corrugated metal pipeCMP clearclr.

center to centerc-c concrete box culvertCBCC bearingbrg.

bridgebr.

balance pointBP bench markBM backBK beginning, beginbeg.

both facesb.f.B asphaltasph.

approachappr.

alternatealt.

aheadAH aggregateaggr.

average daily trafficADT abutmentabut.A diameterØ curve deltaΔ centerline�

ABBREVIATIONS

routerte.

rightRt. or RT reference hubRH retaining wallret. wall ReservationRes.

reservoirres.

requiredreqd.

reinforcementreinf.

reconstructionreconst.

roadwayrdwy.

roadrd.

right-of-wayR/W rangeR.

radiusRR quantitiesquant., QtyQ pavementpvmt.

point of tangentPT pounds per square inchpsi projectproj.

point on tangentPOT point on spiralPOS point on curvePOC platepl.

point of intersectionPI perforateperf.

point of compound curvePCC point of curvePCP outside diameterOD other faceo.f.

on centerso.c.O numberno. or # negativeneg.

normal crownNC northNN mountain(s)mtn(s).

monumentmon.

minimummin.

maximummax.

materialmatl.

maintenancemaint.

magneticmag.M low waterLW leftLt. or LT lump sumLPSM longitudelong.

latitudelat.

laminationlam.

length of curveLL jointjt.J interiorint.

inclusive, includingincl.

inside diameterIDI highwayhwy.

high waterHW horizontalhoriz.

hexagonhex.

homestead entry surveyHES headwallhdwl.H girdergdr.

galvanizedgalv.

gage (gauge)ga.G

WestWW vertical point of intersectionVPI vehicles per hourvph verticalvert.

design speedVV typicaltyp.

point of tangent to spiralTS transversetransv.

temporary construction easementTCE temporary bench markTBM tangenttan.

townshipT.

tangent lengthTT symmetricalsym.

structuralstruc.

straightstr.

stiffenerstiff.

standardstd.

stationsta.

point of spiral to tangentST streetst.

specificationspec.

spacing, spaces or spacedspa.

shouldershldr.

sectionsec.

point of spiral to curveSC seasonal average daily trafficSADT southSS

DRAINAGE SYMBOLS

Riprap apron (proposed)

Underdrain (existing, proposed)

With drop inlet (existing, proposed)

With headwalls (existing, proposed)

With end sections (existing, proposed)

Pipe culvert (existing, proposed)

Box culvert (existing, proposed)

Bridge (existing, proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (existing, proposed)

:4

P

M

J a n u a ry

S y m b o ls

S h e e t c p w w o rk

\s n c l-u s -p w .b e n tl e y .c o m s n c l-u s -p w -0

\d m s

\S Y

M (M

A

IN

C

O O

M A

D

(6 d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 1 of 2

PROJECT

NUMBER

SHEET

A2

MINUTEMAN MISSLE ACCESS ROADS

CO OMAD 300(69)

BH

N

0.00EL.

TP

TP

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (existing, proposed)

Fence with gate (existing, proposed)

Fence (existing, proposed)

GEOLOGIC SYMBOLS

Material source

Boring location

LANDSCAPING & VEGETATION SYMBOLS

Treeline

Tree

MAPPING SYMBOLS

Survey control point

Trail

Spot elevation

Double Track

Single Track

Railroad

North arrow

Coordinate Grid Tick

Building (existing, proposed)

RIGHT-OF-WAY SYMBOLS

Section corner (found, projected)16

Section corner (found, projected)4

Section corner (found, projected)

Right-of-way line (proposed)

Right-of-way line (existing)

Property line

Parcel number

Monument (as described)

Temporary (proposed)

Permanent (proposed)

Permanent (existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section16

Section4

Section

Township or Range line

City

County

State

National

Boundaries

GUARDRAIL, BARRIER & WALL SYMBOLS

Retaining Wall (existing, proposed)

Median & Side Barrier (existing, proposed)

Guardwall (proposed)

Guardrail (existing, proposed)

SIGN SYMBOLS

Post mounted (existing, proposed)

Portable (proposed)

Delineator (existing, proposed)

Commerical (existing, proposed)

Signs

ROADWAY SYMBOLS

Roadway obliteration

Roadway centerline (with station ticks)

Edge of roadway (existing, proposed)

Toe of fill

Transition

Top of Cut

Slope state limits

Clearing/construction limits

UTILITY SYMBOLS

Telephone (existing, proposed)

Power (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Overhead utility

Water (existing, proposed)

Telephone (existing, proposed)

Sanitary sewer (existing, proposed)

Power (existing, proposed)

Oil (existing, proposed)

Gas (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Underground utility

Telephone pedestal (existing, proposed)

Street light (exisiting, proposed)

Support pole anchor (existing, proposed)

Support pole (existing, proposed)

Surface (existing, proposed)

Underground (existing, proposed)

Irrigation ditch

PROJECT SPECIFIC SYMBOLS

:2

A

J a n u a r y

S y m b o ls S h e e t p w w o r k \s n c l-u s p w

.b e n tl e y .c o m s n c l-u s p w

\d m s \S

Y M

M

A I N

C

O O

M A

D

.d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 2 of 2

PROJECT

NUMBER

SHEET

MINUTEMAN MISSLE ACCESS ROADS

CO OMAD 300(69)

A3

C16

C12

C6

C9

C17

C5

C32

C23

C27

C10

C31

C28

C1

C34

C8

C13

C33

C3

C19

C2

C7

C30

C26

C21

C29

C22

C18

C24

C20

C14

C4

C25

C11 C15

Logan Weld

Banner

CheyenneKimball

Morrill

Goshen

Laramie

Colorado

Nebraska

Wyoming

¬«92

¬«158

¬«216

¬«217

¬«71

¬«223

¬«39

¬«79

¬«37

¬«151

¬«152

¬«392

¬«211

¬«53

¬«213

¬«321

¬«153

¬«14

¬«212

¬«60

¬«257

¬«215

¬«71

¬«214

¬«71

¬«92

¬«17

¬«79

¬«144

¬«79

¬«144

¬«53

¬«392

¬«219

¬«314 ¬«315 ¬«29

¬«55

¬«256

¬«52

¬«211

¬«214 ¬«19

¬«61

¬«92

¬«313

¬«62

¬«113

¬«63

¬«88

¬«88

£¤85

£¤85

£¤26

£¤85

£¤30

£¤138

£¤6

£¤85

£¤30

£¤26

£¤85

£¤385

£¤30

£¤385

£¤34 £¤34

£¤138

£¤385£¤26

§̈¦25

§̈¦25

§̈¦25

§̈¦80 §̈¦80

§̈¦80 §̈¦80

§̈¦25

§̈¦76

Scottsbluff Terrytown

Angora

Gering Hawk Springs Minatare

Chugwater

Perrin

Melbeta BayardMcGrew

Northport La Grange Bridgeport

BroadwaterRedington Meriden Harrisburg

Albin Dalton

Gurley

Ranchettes Hillsdale Bushnell Kimball Dix

Burns Potter Pine BluffsEgbert

Cheyenne

Brownson

Orchard Valley South Greeley

Sidney

Carpenter Lorenzo

Hereford Peetz

Carr Grover

Proctor Padroni

Nunn

Iliff

Keota

Pierce Briggsdale Buckingham Ault

Raymer SterlingStoneham

Severance Eaton Galeton Cornish Willard Atwood

Windsor Lucerne

Gill Merino

Greeley Greeley

Johnstown

Sterling

Windsor

Scottsbluff

Cheyenne

G:

\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\O

MA

D6

9_ ke y_ ma p.m xd

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS A4

0 10 205 Miles

Coordinate System: GCS WGS 1984

LEGEND

KEY MAP

National Grassland Area

County Boundary

State Boundary

Typical Section 1 - Resurfacing (Schedule A)

WARREN AIR FORCE BASE

C#

Transportation Interstate Highways Local Road q

Service Layer Credits:

PAWNEE NATIONAL GRASSLAND

PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS

T

Y P

(M A

IN

C O

O M

A D

(6

.d g n

[4

R t y p ic a l]

/1

/2

Match Existing Side Slopes

4%

4" Aggregate surface course Existing roadway surface

Slope ratio to match existing. 1:2 (max) 4%

Construction Limit Varies

3.24' max

TYPICAL SECTION 1 - RESURFACING

NOTE:

6.

5.

4.

3.

2.

1.

incidental to Aggregate Surface Reconditioning.

proposed surfacing terminates. See Detail A. Work is

Transition proposed top of grade to match existing where incidental to mainline construction.

not shown in the plans. Field entrance work considered and existing field entrance width. Field entrance locations are approved by the CO. Match mainline structural section depth entrance vertical grade. Do not exceed ±10% grade or as the proposed mainline construction. Match the existing field

Adjust field entrances identified during construction to tie to as approved by the CO.

the cross-slope requirements as shown in Typical Section 1 or

Perform aggregate surface reconditioning per SCR 303. Meet

See Sheet B2 for existing roadway widths.

intersection approach.

Begin transition 100 feet from intersection on each public roadway intersections (See Intersection Details).

Eliminate 4% cross-slope within intersection at uncontrolled beyond the missile site's approach when road continues.

Extend resurfacing and reconditioning a minimum of 150 feet

Aggregate surface reconditioning

UNCONTROLLED INTERSECTION

INTERSECTION GRADING DETAILS

CONTROLLED INTERSECTION

INTERSECTION GRADING DETAILS

of through road.

are shaped to match the edge side roads with stop/yield signs

Through road retains crown;

to all quadrants.

from centerpoint of intersection

Maintain positive drainage the intersection.

directions approaching

Eliminate crown from all

50'

DETAIL A - PROPOSED SURFACE TRANSITION

Existing aggregate section

Remove existing material

4" Aggregate surface course

6.

2.

2.

S T

O P

S T

O P

TYPICAL SECTION

A5

B2

SUBEXCAVATION SUMMARIES

SURFACING AND

PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS

T A

B (M

A

IN

C

O O

M A

D

(6 d g n

[B

L M

/1

/2

Rd

Rd 162

Rd

Rd 233

2.300 Miles

WAAB-B-05

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C1

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NE

BR

AS

KA

Begin Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 357533.37 E = ± 949309.58

ROUTE ID

WAAB-B-05

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 624493.30 E = ± 530647.26

COLORADO

NEBRASKAWYOMING

W

YO

M

IN

G

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

1_

WA

AB

_B

_0 5_

.m xd q 0 1,200 2,400600 Feet

Rd

Rd

Rd 206

3.262 Miles

WAAB-E-10(b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C2

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Begin Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 214813.71 E = ± 927148.39

ROUTE ID

WAAB-E-10(b)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 215003.47 E = ± 944376.55

COLORADO

NEBRASKAWYOMING

WYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

2-W

AA

B- E-

(b)

_.m xd

0 1,700 3,400850 Feet

Rd 205

Rd

Rd 206

3.104 Miles

WAAB-E-10(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C3

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Begin Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 215003.47 E = ± 944376.55

ROUTE ID

WAAB-E-10(a)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Laramie County, WY N = ± 215285.31 E = ± 960135.55

COLORADO

NEBRASKAWYOMING

WYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

3-W

AA

B- E-

(a)

.m xd

0 1,500 3,000750 Feet

1Rd

Rd

Rd

Rd 390

Rd

Rd 122

5.900 Miles

WAAB-O-10

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C4

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Begin Typical Section 1 - Resurfacing Schedule A Weld County, CO N = ± 1562783.53 E = ± 3353974.92

ROUTE ID

WAAB-O-10

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Weld County, CO N = ± 1563037.28 E = ± 3385111.95

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

4_

WA

AB

_O

_1 0.m xd

COLORADO

0 3,100 6,2001,550 Feet

Rd 9

Rd

Rd 14

Rd 18

1.9

M ile s

WA

AB

-B

-01 (b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C5

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

Begin Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 625429.56 E = ± 543759.41

ROUTE ID

WAAB-B-01(b)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 635738.62 E = ± 544090.94

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

5_

WA

AB

_B

_0 1b

.m xd

0 1,000 2,000500 Feet

Rd 18

0.561 Miles

WAAB-B-01(c)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C6

q

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 635694.28 E = ± 547043.50

ROUTE ID

WAAB-B-01(c)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 635738.62 E = ± 544090.94

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

6_

WA

AB

_B

_0 1c

.m xd

0 300 600150 Feet

Rd 4

Rd 10

Rd 56

Rd

Rd

Rd 56

Rd

Rd 6

3.904 Miles

WAAB-B-06

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C7

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NE

BR

AS

KA

End Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 603802.35 E = ± 550346.09

ROUTE ID

WAAB-B-06

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 604772.94 E = ± 529765.99

COLORADO

NEBRASKAWYOMING

W

YO

M

IN

G

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

7_

WA

AB

_B

_0 6.m xd

0 2,100 4,2001,050 Feet

Rd

Rd

Rd 40

2.435 Miles

WAAB-D-08(c)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C8

q 0 1,300 2,600650 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 550658.47 E = ± 560581.78

ROUTE ID

WAAB-D-08(c)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 551356.13 E = ± 547759.82

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

8_

WA

AB

_D

_0 8c

.m

Rd 38

Rd 40

Rd

0.9

M ile s

WA

AB

-D

-08 (b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C9

q 0 520 1,040260 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 550658.47 E = ± 560581.78

ROUTE ID

WAAB-D-08(b)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 545502.18 E = ± 560476.92

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

9_

WA

AB

_D

_0 8b

Rd

Rd 38

1.988 Miles

WAAB-D-08(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C10

q 0 1,000 2,000500 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 544788.46 E = ± 570883.63

ROUTE ID

WAAB-D-08(a)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 545502.18 E = ± 560476.92

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

D_ a.m

Rd

Rd

Rd 50

Rd 38

Rd 46

Rd

Rd

Rd 13 Rd

Rd 48

Rd 52

Rd 44

Rd 54

8.0

M ile s

WA

AB

-D

-09

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C11

q 0 4,100 8,2002,050 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 587071.74 E = ± 572776.38

ROUTE ID

WAAB-D-09

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 544788.46 E = ± 570883.63

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

D_

Oak St

C St

B St Elm St A St

Ma ple

S t

Chestnut St

Walnut St 3rd St

Pin e S t

D St

2nd St

Bi rc h S t

1st St

0.4

M ile s

WA

AB

-D

-07

£¤30

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C12

q 0 225 450112.5 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Work begins and ends at asphalt/gravel transition locations.

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 535266.53 E = ± 570431.65

ROUTE ID

WAAB-D-07

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 544788.46 E = ± 570883.63

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

D_

Rd

Rd 33Rd 28

2.525 Miles

WAAB-C-10(c)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C13

q 0 1,300 2,600650 Feet

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 659316.39 E = ± 613964.05

ROUTE ID

WAAB-C-10(c)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 659842.26 E = ± 600645.96

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

C_ c.m xd

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Rd 6

Rd

Rd

Rd 6

¬«71

¬«71

5.592 Miles

WAAB-F-11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C14

q

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 593450.75 E = ± 661331.81

ROUTE ID

WAAB-F-11

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Banner County, NE N = ± 599956.68 E = ± 637474.66

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

F_

.m xd

0 2,500 5,0001,250 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

¬«71

Rd 2

Rd 50Rd 50

Rd 54 Rd 54

Rd

Rd

Rd

Rd

Rd 42

Rd 55

Rd 46

Rd

Rd 42

Rd 44

Rd

Rd 46

Rd 52

Rd 48

Rd 6

8.870 Miles

WAAB-F-01(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C15

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimbal County, NE N = ± 577193.95 E = ± 682387.41

ROUTE ID

WAAB-F-01(a)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 579256.36 E = ± 635625.52

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

F_ a.m xd q 0 4,800 9,6002,400 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

F-01 Rd 59

Rd 52

0.069 Miles

WAAB-F-01(b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C16

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 577193.95 E = ± 682387.41

ROUTE ID

WAAB-F-01(b)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 576828.79 E = ± 682406.49

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

F_ b_ .m xd q 0 30 6015 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 44

Rd 42

Rd 59

Rd 42

1.001 Miles

WAAB-F-08(d)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C17

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 555973.56 E = ± 681763.46

ROUTE ID

WAAB-F-08(d)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 550728.89 E = ± 682281.55

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

C :\U se rs\

LO

PE

\O ne

Dr ive

C orp

\O ne

Dr ive

- S

NC

La va lin G rou p\D es kto p\C

_W

AA

B_ F_ d.m xd q 0 520 1,040260 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd

Rd 42

Rd 42

Rd

Rd

Rd

Rd

Rd 40

4.915 Miles

WAAB-F-06(b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C18

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 545740.58 E = ± 707869.62

ROUTE ID

WAAB-F-06(b)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 545619.53 E = ± 681995.57

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

F_ b.m xd q 0 2,600 5,2001,300 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 34 Rd 34

Rd

Rd

Rd

Rd

Rd 38

Rd 36

3.100 Miles

WAAB-H-08

£¤385

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C19

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Cheyenne County, NE N = ± 529344.46 E = ± 839618.66

ROUTE ID

WAAB-H-08

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Cheyenne County, NE N = ± 530186.22 E = ± 823153.43

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

H_

.m xd q 0 1,700 3,400850 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 18

Rd 22

Rd

Rd 16

Rd 22

Rd

Rd 24

Rd

Rd 20

¬«71

5.087 Miles

WAAB-K-09

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C20

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 495326.20 E = ± 631876.29

ROUTE ID

WAAB-K-09

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 496239.50 E = ± 605038.23

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

K_

.m xd q 0 2,750 5,5001,375 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 24 Rd 24

Rd

Rd 28¬«71

¬«53

§̈¦80

4.063 Miles

WAAB-K-10

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C21

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 515310.46 E = ± 654189.88

ROUTE ID

WAAB-K-10

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Kimball County, NE N = ± 516313.26 E = ± 632764.44

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

K_

.m xd q 0 2,200 4,4001,100 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 78

Rd 21

4.504 Miles

WAAB-L-04(b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C22

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel BoundaryNEBRASKA

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1611661.50 E = ± 3583988.51

ROUTE ID

WAAB-L-04(b)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1611033.19 E = ± 3560239.64

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_ b.m xd

COLORADO

q 0 2,400 4,8001,200 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 21

Rd 23

Rd 74

2.017 Miles

WAAB-L-04(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C23

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1611661.50 E = ± 3583988.51

ROUTE ID

WAAB-L-04(a)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1601064.96 E = ± 3585012.64

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_ a.m xd

COLORADO

q 0 1,000 2,000500 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 72

Rd 76

Rd 74

Rd 21

Rd 31

Rd 25

Rd

Rd 29

Rd 70

4.976 Miles

WAAB-J-08

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C24

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

NEBRASKA

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1601644.00 E = ± 3611281.72

ROUTE ID

WAAB-J-08

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1601064.96 E = ± 3585012.64

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

J_

.m xd

COLORADO

COLORADO

q 0 2,700 5,4001,350 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

¬«71

Rd 120

Rd 153

Rd 153

Rd 64 Rd 124

6.007 Miles

WAAB-L-06

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C25

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Weld County, CO N = ± 1573258.88 E = ± 3532294.75

ROUTE ID

WAAB-L-06

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Weld County, CO N = ± 1572336.88 E = ± 3500591.85

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_

.m xd

COLORADO

q 0 3,250 6,5001,625 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 124 Rd 64

Rd

4.067 Miles

WAAB-L-05(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C26

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1573820.22 E = ± 3553763.55

ROUTE ID

WAAB-L-05(a)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1573258.88 E = ± 3532294.75

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_ a.m xd

COLORADO

q 0 2,200 4,4001,100 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 68

Rd 64

2.5

M ile s

WA

AB

-L-

(b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C27

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1587190.96 E = ± 3553553.90

ROUTE ID

WAAB-L-05(b)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1573820.22 E = ± 3553763.55

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_ b.m xd

COLORADO

q 0 1,300 2,600650 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 64

2.7

M ile s

WA

AB

-L-

(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C28

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1573820.22 E = ± 3553763.55

ROUTE ID

WAAB-L-07(a)

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1559250.76 E = ± 3554050.82

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

L_ a.m xd

COLORADO

q 0 1,400 2,800700 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 38

Rd

Rd

Rd

Rd

Rd

Rd 40

Rd

Rd

Rd

Rd 36

4.508 Miles

WAAB-M-01

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C29

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1505594.80 E = ± 3584787.70

ROUTE ID

WAAB-M-01

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1505013.32 E = ± 3561000.08

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

M_

.m xd

COLORADO

q 0 2,400 4,8001,200 Feet

Notes:

Begin/End Northing and Easting - CO State Plane NAD 83 North, NE State Plane NAD 83, and WY State Plane NAD 83 East. Units in feet.

Work terminates where the existing gravel road transitions to asphalt.

5.3

M ile s

WA

AB

-M

-03

Rd 42

Rd 44

Rd 40

Rd

Rd 46

Rd 40

Rd

Rd 42

Rd

Rd

Rd 38

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C30

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1505675.46 E = ± 3586605.75

ROUTE ID

WAAB-M-03

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1533753.57 E = ± 3586403.95

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

M_

.m xd

COLORADOq 0 2,800 5,6001,400 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 58

Rd

2.006 Miles

WAAB-M-04(a)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C31

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1558651.32 E = ± 3585868.59

ROUTE ID

WAAB-M-04(a)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1558901.75 E = ± 3596460.12

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

M_ a.m xd

COLORADO

q 0 1,000 2,000500 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd 54

Rd 58

Rd

2.0

M ile s

WA

AB

-M

-04 (b)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C32

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1558901.75 E = ± 3596460.12

ROUTE ID

WAAB-M-04(b)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1548283.46 E = ± 3596787.47

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

M_ b.m xd

COLORADO

q 0 1,000 2,000500 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

Rd

Rd 54

3.008 Miles

WAAB-M-04(c)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C33

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1548283.46 E = ± 3596787.47

ROUTE ID

WAAB-M-04(c)

(SCHEDULE A)

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1548697.13 E = ± 3612666.03

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

M_ c.m xd

COLORADO

q 0 1,600 3,200800 Feet

Notes:

Begin/End Northing and Easting - CO State Plane

3.1

M ile s

WA

AB

-J-

Rd

Rd 58

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PROJECT SHEET

NUMBER

CO OMAD 300(69)

MINUTEMAN MISSILE ACCESS ROADS C34

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

LEGENDLEGEND

State Boundary

Roads Typical Section 1 - Resurfacing

Parcel Boundary

End Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1575279.74 E = ± 3596133.61

ROUTE ID

WAAB-J-06

(SCHEDULE A)

Begin Typical Section 1 - Resurfacing Schedule A Logan County, CO N = ± 1558901.75 E = ± 3596460.12

COLORADO

NEBRASKAWYOMING

Transportation Interstate US Highways State and County Highways Local Road

Do cu me nt

Pa th:

G :\D ata

\AT

G\ Cl ien ts\

O_ P\

OM

AD

\10

4_

OM

AD

_6

9\3 _P roj ec t_E xe cu tio n\g eo

\fig s\C

_W

AA

B_

J_

.m xd

COLORADO

q 0 1,600 3,200800 Feet

Notes:

Begin/End Northing and Easting - CO State Plane structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

See note 7

Geotextile filter structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

NOTE:

1. Replace unsuitable material according to Subsection 204.07 unless otherwise specified.

2. Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

3. Do not place backfill material within the structural section.

4. Widen top of subexcavation area to allow for bench width in bottom layers. Provide a 1 ft min. bench width for every 2 ft of subexcavation depth.

5. Daylight to drain when the excavation is within 4 ft of the subgrade hinge point. Slope the excavation bottom 2% toward the daylight for drainage, or match the existing roadway cross slope when steeper than

2%.

6. At daylight locations, match the existing fill slope or make slope adjustments to match the subgrade hinge point. Do not construct slopes steeper than 1V:2H unless approved by the CO.

7. Furnish geotextile filter type conforming to subsection 714.01(a).

NO SCALE

SUBEXCAVATION

TYPICAL SECTION

BENCH DETAIL

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

Width of need

Total subexcavation width

See note 4

1'

2 ft max.

min.

SUBEXCAVATION

C204-51

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

12/2012DETAIL APPROVED FOR USE

10/2020 08/2020 08/2014REVISED:

:0

J a n u a r y

C

S h e t] p w w o r k

\s n c l-u s p w .b e n tl e y

.c o m s n c l-u s p w

\d m s

\C

.d g n

PROJECT

NUMBER

SHEET

CO OMAD 300(69)

F1

MINUTEMAN MISSILE ACCESS ROADS

My responsibility with respect to this plan sheet is limited to the selection of the standard plan for this project and a…

This is the start of the file's text. The full file is on GovTribe.

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