CO_FLAP_CHA_CR300(1) Plans - Signed.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BROWNS CANYON NM ACCESS ROAD

CO FLAP CHA CR300(1)

NC

20 mph

15%

50%

<200 e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV ------------------

ADT (2043) -----------

ADT (2023) -----------

DESIGN DESIGNATIONS:

and aggregate surface

Road reconstruction, grading, TYPE OF CONSTRUCTION:

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LENGTH 0.10 miles

CHAFFEE COUNTY

BROWNS CANYON NATIONAL MONUMENT

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER CHAFFEE COUNTY

CHAIR OF BOARD OF COMMISSIONERS

Browns Canyon Road

CO FLAP CHA CR300(1)

APPROVED:

DATE:

UNITED STATES FOREST SERVICE

CIMARRON AND COMANCHE NATIONAL GRASSLANDS

DISTRICT RANGER, PIKE-SAN ISABEL NATIONAL FOREST &

T. EGGERS M. STEINER

200010000

Scale in Feet

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

Greeley

Sterling

Limon

Pueblo

Walsenburg

Cortez Durango

DENVER

COLORADO

SPRINGS

Steamboat

Springs

GRAND

WYOMING NEBRASKA

OKLAHOMA

NEW MEXICO

UTAH KANSAS

Trinidad

KEY MAP OF COLORADO

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

JUNCTION

Gunnison Montrose

APPROVED:

DATE:

BUREAU OF LAND MANAGEMENT

FIELD MANAGER, ROYAL GORGE FIELD OFFICE

APPROVED:

DATE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

ESTIMATE DATED APRIL 20, 2023

SEE APPROVAL LETTER OF PLANS, SPECIFICATIONS, AND

ESTIMATE DATED AUGUST 15, 2023

SEE APPROVAL LETTER OF PLANS, SPECIFICATIONS, AND

ESTIMATE DATED APRIL 6, 2023

SEE APPROVAL LETTER OF PLANS, SPECIFICATIONS, AND

Browns Canyon Access Road

CO FLAP CHA CR300(1)

Begin Sta. 16+40

Browns Canyon Access Road

CO FLAP CR300(1)

End Sta. 21+46.66

:2

P

M

F e b r u a r y

C

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\A G e n s h t\ tt l_

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STATE PROJECT

NUMBER

SHEET

CO

CO FLAP CHA CR300(1)

A1

BROWNS CANYON ROAD

jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

:5

A

A u g u s t

S h e e t

N C

O \c r3 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ s y m

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

CO

A2

CP

36 31

36 31

0.00EL.

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS 1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

:5

A u g u s t

S h e e t

N C

O \c r3 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ s y m

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

CO

A3

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

SURVEY CONTROL

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:2

S e p te m b e r

U n ti tl e d

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\A G e n s h t\ C

O

C o n tr o l_ s h e e t.

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

A4

Scale in Feet

500' 1000'

Sta 16+40

CO FLAP CHA CR300(1)

Begin Project

Sta 21+46.66

CO FLAP CHA CR300(1)

End Project

Nathrop

BIL Sign

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

SITE MAP20 miles to Salida

Buena Vista

5 miles to

CR 301

CR 300 &

1 mile to

US HWY 285

9 miles to CR 307 &

C R

C R

C R

C R

U S H

W Y

U S H

W Y 285

:1 e b r u a r y

U n ti tl e d

S h e

C O

\c r \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

C O

S it e M a p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

A5

Typical 12 ft

B=5'F=5'

Station to Station

LENGTH OF PROJECT

16+40 to 21+46.66

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

0.10

Hinge point

Hinge point

1:4

3%

Cut slope

(variable) 3%

NO SCALE

NOTE:

(variable)

Fill slope

1.

3.

2.

2.

16+40 to 21+46.66

PROPOSED TYPICAL SECTION

16+40 to 21+46.66

EXISTING TYPICAL SECTION

Existing ground

1:4

5' reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

3.

2.

1.

limit

Slope stake

Existing 6" aggregate base cut slope

Rounded ditch

Method 2, Surface Course 6" Roadway Aggregate, limit stake

Slope

Cut slope

16+40 to 17+80

PLACED RIPRAP

13'

Subgrade

13'

Subgrade

3' Clear Zone

10'

Traveled way

10'

Traveled way

2'

Seeding limits

Construction limits

Clearing limits

1'

Shdr.

3'-12' Clear Zone

.5 ty p

1:4

Place class 2 riprap

Proposed Roadway

TYPICAL SECTIONS

TYPICAL SECTION

Profile Grade

Class 1, Type C, non-woven

Place geotextile fabric, 1' sldr.

from 12 ft to 22 ft Existing width varies

19+40 - 21+47: 5' 16+33 - 19+40: Varies from 0' to 5'

Graded

Varies

2'

:3 e b r u a r y

T y p ic a l

S h e e t

S h e

C O

\c r \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

R ty p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

A6

Sheet and Description

B3 B3 B4 B4 B4 B4 B4 B4 B4

Grading Summary

Clearing and Grubbing Summary

Survey and Staking

Summary

Surfacing Summary

Fencing Summary

Drainage Summary

Permanent Sign Summary

Delineator Summary

Seeding and Mulch

Summary

ALLOWANCE

Bid Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1020 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 0.096 0.096

A1040 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.192 0.192

A1060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1080 15401-0000 CONTRACTOR TESTING LPSM ALL

A1100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1140 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A1160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1180 20103-0000 CLEARING AND GRUBBING SQYD 3,667 133 3,800

A1200 20301-0700 REMOVAL OF DELINEATOR EACH 2 2

A1220 20301-2400 REMOVAL OF SIGN EACH 3 3

A1240 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

A1260 20401-0000 ROADWAY EXCAVATION CUYD 5,320 430 5,750

A1280 20402-0000 SUBEXCAVATION CUYD 200 As directed by CO

A1300 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 62 18 80

A1320 26001-0000 ROCK BOLT LNFT 50 As directed by CO

A1340 26002-0000 ROCK DOWEL LNFT 50 As directed by CO

A1360 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 423 27 450

A1380 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1400 62201-0350 BACKHOE HOUR 40

A1420 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1440 62201-3000 HYDRAULIC EXCAVATOR HOUR 40

A1460 62301-0000 GENERAL LABOR HOUR 80

A1480 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A1500 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A1520 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 219 81 300

A1540 62516-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX SQYD 219 81 300

A1560 63301-0000 SIGN SYSTEM EACH 6 6

MileStone: 100% Estimate Date Completed: 02/20/24 Report Date: 02/20/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -F eb -2

:2 A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C O

\c r3

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

C R (1

S O

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.x ls m ]S h ee t

STATE PROJECT

B1

CO FLAP CHA CR300(1)

Browns Canyon RoadCO

SHEET

NUMBER

Sheet and Description

B3 B3 B4 B4 B4 B4 B4 B4 B4

Grading Summary

Clearing and Grubbing Summary

Survey and Staking

Summary

Surfacing Summary

Fencing Summary

Drainage Summary

Permanent Sign Summary

Delineator Summary

Seeding and Mulch

Summary

ALLOWANCE

Bid Schedule

A1580 63309-0000 DELINEATOR EACH 12 2 14

A1600 63501-0000 TEMPORARY TRAFFIC CONTROL

(RIVER MONITOR) LPSM ALL

A1620 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1640 63701-0000 FIELD OFFICE EACH 1

-F eb -2

:2 A

M

MileStone: 100% Estimate Date Completed: 02/20/24 Report Date: 02/20/24

N

C O

\c r3

(1

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C A D

D S h ee ts \B

-S u m m

C R (1

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2

CO FLAP CHA CR300(1)

Browns Canyon Road

CO

SUMMARIES

EARTHWORK 4

:0 e b r u a r y

E a r th w o r k S u m m a r ie s

S h e

C O

\c r \R o a d w a y \C

A D

D S h e e ts

\B S u m m \C

R

Q u a n ti ti e s .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

B3

MISC SUMMARIES

:1

J a n u a r y

M is c S u m m a r y

S h e

C O

\c r \R o a d w a y \C

A D

D S h e e ts

\B S u m m \C

R

Q u a n ti ti e s .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

B4

T-P

OST

AC

T P

OST

EM

JH

NAIL

JH

RES

ECT

JH

RES

ECT

JH

NAIL

AC

JH

NAIL

S62°33'32"E

N84 °5

2'4 1"

E

S66°36'59"E

N83 °0

1'

"E S53°56'00"E

.5

C

.6

T

.0

.5

.7

.4

.3

.2

.0

P

O B

.7

P O

0 1

100'50'0

Scale in Feet at clearing limits

Place temporary fencing

Existing gate

Do not disturb

22ft roadway width

Roadway width to

Transition from 15.5ft

Sta. 17+10 - 18+10

16.5 ft roadway width

Roadway width to existing

Transition from 22ft

Sta. 20+46.66 - 21+46.66 roadside ditch

Place class 2 riprap along

Sta. 16+40 - 17+80

2836229.85E:

1336057.68N:

16+40.00Sta.

Begin Project

2836713.15E:

1335945.32N:

Sta. 21+46.66

End Project

Boundary

Conservation Easement

Boundary

Conservation Easement

Existing Ground

Proposed Grade barbed wire fence

Do not disturb existing

Remove traffic signal

Remove traffic signal

'74.63L =

'38.10T =

'150.00R =

(RT)28°30'20"Δ =

18+47.89PI

'93.91L = '49.30T = '125.00R =

(RT)43°02'43"Δ =

21+16.63PI

'71.04L = '36.51T = '125.00R =

(LT)32°33'47"Δ =

17+38.06PI

'79.49L = '40.70T = '150.00R =

(LT)30°21'45"Δ =

20+16.74PI

17+00 18+00 19+00 20+00 21+00

7,620

7,630

7,640

7,650

17+00 18+00 19+00 20+00 21+00

7,620 7,620

7,630 7,630

7,640 7,640

7,650 7,650

Place temporary plastic fencing, RtPlace class 2 riprap, Lt

.6

,6

.8

-9.091%

-7.942% +3.904

.4

V P

I

.2

V P

I

' VC200

15.39K =

'182.35SSD = ' VC100

8K =

STA. 16+40 to 21+46.66

BROWNS CANYON ACCESS ROAD

:1 e b ru a ry

B

L

P la n

-1 S h e

C

O \c r3 (1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\C R

(1

P N

P

S h o rt e n e d

.d g n

STATE PROJECT

NUMBER

SHEET

CO

C1

0 1

100'50'0

Scale in Feet

NOTE:

See cross sections for excavation sections.

considerations, and Appendix C for site photos.

3 describes existing site conditions, Section 4 provides recommendations and construction

September 2022 for more information regarding excavation characteristics. Section

Road 300), Chaffee County, CO, CO FLAP CR300(1), FINAL Geotechnical Report" dated

See the project geotechnical report "Brown's Canyon National Monument Access Road (County

Image locations are approximate.

3.

2.

1.

1. 2.

6.

4. 5.

1.

3.

3. 4. 5. 6.

2.

:1

F e b r u a r y

B

R O

W N

S C

A N

Y O

N A

C C

E S

S R

O A

D

R

O C

K E

X C

A V

A T

IO

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\D M in o r

P

P \C

R

B la s ti n g s h e e t.

d g n

ROCK EXCAVATION

BROWNS CANYON ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

D1 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). See summary tables for class and type.

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

1'

2 ft max.

See note 4 min.

SUBEXCAVATION

C204-51

:2

S e p te m b e r

C

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\F

\C

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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:

STATE PROJECT

NUMBER

SHEET

CO

F1

NOTES:

No Scale

6" m in.

A'

A

Centralizer grout (as required)

Flowable non-shrink grout (as required)

Flowable non-shrink

Existing rock cut face

Washer (beveled)

Hex nut

Bond length grout tube

Keyhole bearing plate

15° to 30°

BOND LENGTH

SECTION A-A'

Epoxy

No. 8 Bar

Block requiring stabilization

TYPICAL SHEAR PIN DETAIL

3" m in.

DOWEL DETAIL

TYPICAL ROCK

Bon d Le ngt h, L = 6

3" min.

No. 8 Bar

12"

6"

6"

6"

1/4"

1.25" Ø typ.

A-36 Galvanized Steel

Non-shrink grout field conditions.

Shear pins to be installed at location directed by the CO based on 8.

The design load is 5 kips per anchor.7.

during construction.

may be required as directed by the CO based on conditions observed

Rock Dowels designed to provide confinement. Additional Rock Dowels 6.

The design assumes the bond zone of the Rock Dowel will be in hard rock.5.

Rock Dowels shall be fully grouted.4.

field based on the quantities and general locations provided in the Plans.

The CO will mark locations and orientations of the Rock Dowels in the3.

CO to verify quantities prior to ordering.2.

be galvanized.

and hex nut (ASTM A-29). All hardware and bars that are exposed shall be epoxy coated with bearing plate, beveled washers (ASTM A-536), Rock Dowels shall consist of 1" reinforcing bar. Reinforcing bars shall 1.

TYPICAL BEARING PLATE DETAIL

Epoxy

No. 8 Bar

6"

Block requiring stabilization

45° typ.OR

Sheet 1 of 2

ROCK REINFORCEMENT DETAIL

260-A

:3

A u g u s t

A

S h e

C O

\c r \R o a d w a y \C

A D

D S h e e ts

\G \2

R o c k R e in f o r c e m e n t

D e ta il .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

G1

NOTES:

No Scale

STATE PROJECT

NUMBER

SHEET

260-A

ROCK REINFORCEMENT DETAIL

BOND LENGTH

SECTION A-A'

Grout

3" min.

No. 8 Bar

TYPICAL BEARING PLATE DETAIL

6"

6"

1/4"

1.25" Ø typ.

A-36 Galvanized Steel

DONNER PASS

CA FLAP 40(1)

CA

6" min.

A'

A grout (as required)

Flowable non-shrink

Existing rock cut face

Washer (beveled)

Hex nut

Bond length grout tube

Keyhole bearing plate

Bond Length, L = 6' grout (as required)

Flowable non-shrinkCentralizer

(MECHANICAL ANCHOR) DETAIL

TYPICAL ROCK BOLT

Cone System

Expansion Shell and

Varies

", or 2" 3", 1 8

The design load is 5 kips per anchor.7.

observed during construction.

may be required as directed by the CO based on conditions

Rock Bolt designed to provide confinement. Additional Rock Bolts6.

rock.

The design assumes the bond zone of the Rock Bolt will be in hard5.

Rock Bolts shall be fully grouted following tension and lock off.4.

Plans.

field based on the quantities and general locations provided in the

The CO will mark locations and orientations of the Rock Bolts in the3.

CO to verify quantities of Rock Bolts prior to ordering.2.

shall be galvanized.

conforming to ASTM F432. All hardware and bars that are exposed epoxy coated with bearing plate, beveled washers and hex nut to a mechanical, steel expansion shell. Reinforcing bars shall be

Rock Bolts shall consist of 1" hollow core bar (ASTM 615) connected 1.

Sheet 2 of 21 :4

J u n e

A

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R o c k R e in f o r c e m e n t

D e ta il .d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

G2

T-P

OST

T P

OST

A N

G L E

R A

L E

R T

N O S

T O

P N

O S

T A

N D

STOP HERE

EM

O N

E L

A N

E

M

P H

N O S

T O

P N

O S

T A

N D

No Parking

R8-3a

Remove and replace

Sta. 17+73

Remove delineator

Sta. 18+02

25ft spacing

Place delineators, Rt.

Sta. 18+60-21+40

Advisory Speed (20 mph)

Winding Road

W1-5 and W13-1P

Remove and replace

Sta. 21+40

Stop

R1-1

Remove and replace

Sta. 21+45

Remove existing sign

Sta. 18+78

100'50'0

Scale in Feet

Advisory Speed (20 mph)

Winding Road

W1-5 and W13-1P

Place Sign System

Sta. 16+80

Speed Limit (25 mph)

R2-1

Place Sign System

Sta. 21+50

Speed Limit (25 mph)

R2-1

Place Sign System

Sta. 17+80

:4 e b r u a r y

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SIGNING PLAN

STATE PROJECT

NUMBER

SHEET

CO

T1

Scale in Feet

500' 1000'

Sta 16+40

CO FLAP CHA CR300(1)

Begin Project

Sta 21+46.66

CO FLAP CHA CR300(1)

End Project

Nathrop

2 MILES

ROAD WORK

W20-1 Sign with Road Closed Signs

3 each, Barricade Type 3

Message Sign

Portable Changeable with Road Closed Signs

3 each, Barricade Type 3

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

ROAD CLOSURE PLAN

20 miles to Salida

Buena Vista

5 miles to

US HWY 285

CR 301 &

1 mile to

US HWY 285

9 miles to CR 307 &

C R

C R

C R

C R

U S H

W Y

U S H

W Y 285

CR 300

:3

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U n ti tl e d

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\c r \R o a d w a y \C

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O C lo s u r e M a p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

T2

C633-51

DELINEATORS

NO SCALE

(Accel/Decel Lanes)

Double delineator

(Object marker)

Triple delineator

(Normal application)

Single delineator

(R)

OF CURVE

RADIUS

1st Space (2 S)

SPACING ON TANGENTS AT CURVE ENDS

(S)

ON CURVE

SPACING

2nd Space (3 S) 3rd Space (6 S)

E d g e o f P a v e m e n t

ATTACHMENT DETAIL

(for rigid metal posts)

POST DETAILS

(TYPE 1 - acrylic plastic lens)

DELINEATOR (RIGID)

PLAN VIEW

NOTE:

Typical rigid post

Typical reflective lens

LOCATION OF DELINEATOR

DELINEATOR SPACING

DELINEATOR SPACING ON CURVES

DELINEATOR SPACING NOTES

2.

1.

SHEETING DETAIL

RETROREFLECTIVE

(both sides of post) material.

strip of retroreflective may be a single or triple delineators

Single, double, Delineator

Use aluminum bolts

Values are rounded to the nearest

S = 3 R- , where S = delineator spacing and R = horizontal curve radius

Values shown for S in the table are computed from the formula

Spacing for specific radii may be interpolated from the table.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(feet)(feet)(feet)(feet)(feet)

2S

Space

1st

3S

Space

2nd

8' (max.)

2' (min.)

6' desired

5 feet.

Tangent

Spacing on

200' - 530'

1,000

6S

Space

3rd

S e e N o te s p a c e d a t c c d ia h o le s reflector by pulling into post cavity length required to prevent breaking

" inside dia. aluminum ferrule x8

See Subsection 718.05 for rigid post requirements.

as required.

Furnish anti-theft hardware for mounting retroreflectors all rigid posts. See Subsection 718.04.

delineator immediately behind the guardrail.

the edge of pavement and the delineator offset, locate the pavement. Where guardrail intrudes into the space between

Place delineators at a constant distance from the edge of the according to the manufacturer's recommendations.

CO. Provide delineators conforming to the MUTCD and install

Alternate delineator types may be used with approval of the recommendations.

Install reflective elements according to the manufacturer's and deceleration lanes or to mark changes in width.

to mark obstructions.

Use yellow reflective elements for triple delineators installed

Use white reflective elements.

Install double delineators on 100-foot spacing for acceleration

A minimum of 12 holes spaced on 1" centers are required for

S

S

V a r ie s

3" min.

3" min.

m in

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DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

03/2011DETAIL APPROVED FOR USE

08/2021 08/2014REVISED:

STATE PROJECT

NUMBER

SHEET

CO

T3

633-ANO SCALE

DETAILS

SIGN POST

V3

Adapted from CDOT Standard S-614-8.

NOTES:

on two posts to prevent turning.

All sign panels greater than 60 inches in width must be mounted a minimum of 2 inches to the edge of the backing zee.

inches. When backing zees are used, posts shall be installed with

Distance from post to edge of sign panel(s) shall be 0 to 4 posts shall be 2 feet and the maximum distance shall be 8 feet.

For signs mounted on two posts, the minimum distance between signs are mounted on steeper fill or cut slopes.

panel are 7, 8, or 9 feet. Other heights may be required when

Typical post mounting heights from ground to bottom of sign

3.

2.

1.

POST SPECIFICATIONS

** Color powder coating may be added according to manufacturer specifications for special locations when shown on the plans.

T AND U BRACKET ATTACHMENT

dia. hole

#5 rebar in 1"

8 to 10"- #4 or

Ground stub

601 Concrete casting

Slipbase

T BRACKET

U BRACKET

of the edge of the panel extend to 2" to 3" short

T and U brackets shall

Sign Mounting Clamp as applicable

U sign support, Use Zee, T, or

(WITH SLIPBASE)

TUBULAR STEEL POST

washer required.

flat and one lock to ASTM A-454. One

ASTM A-325 galv.

1/2" x 3-1/2" hex bolt or Z-bar

Sign panel bolt

3/8"

Washer

Washer

Lock

Post

Steel Sign

Nut

Bolt

Square

TYPICAL SINGLE BRACKET

TYPICAL BACK TO BACK

Lock Washer or Z-bar

Sign Panel

Washer bolt

3/8" or Z-bar

Sign Panel

Nut Bolt

Square bolt sign post

Steel

18 Thread

5/16"

1-15/32" R

U-BOLT

spring lockwashers.

American standard regular semi-finished hex nuts and procedure. 1/4" or 5/18" diameter stock is permissible.

U-Bolt to made in accordance with standard manufacturing

Install posts according to manufacturer's instructions.

U-brackets may be used for multiple sign installations.

without zees.

than 48 in. in width may attach directly to T or U brackets zee requirements. When directed by the CO, sign panels less require a T or U sign support bracket in addition to the backing

Signs between 37 in. and 60 in. width with one post installation

7.

6.

5.

4.

Y

Y

X X

3/16" R 1/32" R

The bolt head must not turn in the slot.

aluminum self-locking hex head nut.

a medium washer, and galv steel or

The bolt shall be 1/4" long, with full threads, Slot to hold head of 3/8" hex head bolt.

SECTION X-X

Rib

R 1-7/16"

R 1-1/2"

SECTION Y-Y

CO

BROWNS CANYON ROAD

CO FLAP CHA CR300(1)

Sign Width

S ig n H e ig h t

M o u n ti n g H e ig h t m a x

12" dia.

3-1/4"

/1

"1

4-1/4"

3-1/4"

/3

3/8"

3/4"

3/8"

4-1/4"

3-1/4"

2"

/4

/4

1"

/2

9/16"

3/8"

:1

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SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

DETAIL APPROVED FOR USE

REVISED:

STATE PROJECT

NUMBER

SHEET

CO

T4

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

See Note 10

W20-1

See Note 10

W20-1

G20-2

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional) W13-1P

(optional) W13-1P xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

NOTE:

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

A

B

C

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

Pr oje ct Lim its

A

A

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

A

:4 e b ru a ry

S T

D

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

STATE PROJECT

NUMBER

SHEET

CO

T5

Traffic flow

Traffic flow the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.

at a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

Spacing Table)

(See Length and

LENGTH AND SPACING TABLE

SPEED*

APPROACH

6.

5.

4.

3.

2.

1.

Spacing Table)

(See Length and WORK SPACE

See Note 4

G20-2

See Note 4

W20-1 W3-4

(optional)

W16-2P

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C posted speed, not the advisory speed.

Approach speed based on the regulatory *

BUFFER SPACE

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

Flagger location

Flagger location

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

DRAFT: 8/2013

REVISED:

STANDARD APPROVED FOR USE 6/2005

635-5

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

T6

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

at a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

ROAD WORK

END

Channelizing devices Flagger location

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

(optional)

W13-1P

(optional)

W16-2P

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

Flagger location

WORK

ROAD

AHEAD

NO SCALE

MPH

FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

:4 e b r u a r y

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

T7

SINGLE POST SIGN TWO POST SIGN

S e e N o te

S e e N o te

See Note 4 E d g e o f t r a v e le d w a y

E d g e o f p a v e d s h o u ld e r

See post detail (typ.)

Break-away holes.

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, " dia. bolts 4

Attach sign panels with a minimum of 2 -

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

1.5

1.5

1.5

1.5

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

POST DETAIL

CL Post

Bottom of sign panel

SIGN INSTALLATION ANGLE

Local tangent

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED: 635-14

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post m in m in

6' - 12'

X

H

H

D

H

0.75X

X

D

X

H

Y D

H

0.2X

0.6X 0.2X

Long side of post

D

200'

90°

93°

:4 e b ru a ry

S T

D -1

C

O \c r3 (1

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D S h e e ts

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

T8

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

See BLM Pictograph and Note 3 5 .2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C .3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

.3

Background - White (retroreflective)

Legend, Outline - Black (retroreflective)Colors:

BLM PICTOGRAPH

635-A

LAW SIGN

BIPARTISAN INFRASTRUCTURE

:4 e b r u a r y

B

L

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\V

\s p

A

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CO

BROWNS CANYON ROAD

T9

16+33.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

E x is ti n g F e n c e

E x is ti n g F e n c e

E x is ti n g F e n c e

W

R

W

R

W

R

W

R

W

R

W

R

16+50.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,643.99 Des Grade =

1:3.29 1:41 :4-3.0% -3.0% 1:4

7,643.49 Subgrade =

7,643.90 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X1

STATE PROJECT

CO

16+75.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,641.89 Des Grade = E x is ti n g F e n c e

E x is ti n g F e n c e

E x is ti n g F e n c e

W

R

W

R

W

R

W

R

1:2.18 1:41

:4-3.0% -3.0% 1:4

7,641.39 Subgrade =

7,641.64 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X2

17+00.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,639.79 Des Grade =

E x is ti n g F e n c e

E x is ti n g F e n c e

E x is ti n g F e n c e

W

R

W

R

W

R

W

R 1:1.5

1:41 :4-3.0% -3.0%1:4

7,639.29 Subgrade =

7,639.63 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X3

17+25.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,638.14 Des Grade = E x is ti n g F e n c e

E x is ti n g F e n c e

E x is ti n g F e n c e

W

R

W

R

1:1.5

1:41 :4-3.0% -3.0%1:4

7,637.64 Subgrade =

7,638.03 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X4

17+50.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,637.25 Des Grade = E x is ti n g F e n c e

E x is ti n g F e n c e

E x is ti n g F e n c e

W

R

W

R :1

1:41 :4-3.0% -3.0%1:4

7,636.75 Subgrade =

7,637.04 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X5

17+75.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,637.14 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

:1

1:41 :4 -3.0% -3.0% 1:4

7,636.64 Subgrade =

7,637.03 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X6

18+00.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,637.78 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

:1

1:4 1:4 -3.0% -3.0% 1:41:6

7,637.28 Subgrade =

7,637.81 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X7

18+25.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,638.75 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

.5 :1

1:4 1:4 -3.0% -3.0% 1:41:6

7,638.25 Subgrade =

7,638.83 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X8

18+50.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,639.72 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

:1

1:4 1:4

-3.0%1:4 1:6

7,639.22 Subgrade =

7,640.14 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X9

18+75.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,640.68 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

.5 :1

1:4 1:4

-3.0% 1:41:6

7,640.18 Subgrade =

7,641.38 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0 e b r u a r y

B

L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X10

19+00.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,641.65 Des Grade =

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

E d g e o f W a te r

E d g e o f W a te r

E x is ti n g F e n c e

W

R

W

R

1:4 1:4 -3.0% -3.0% 1:4

7,641.15 Subgrade =

7,642.37 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X11

19+25.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,642.62 Des Grade =

W

R

W

R

1:4 1:4 -3.0% -3.0% 1:41:6

7,642.12 Subgrade =

7,643.18 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X12

19+50.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,643.59 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

1:4 1:4 -3.0% -3.0% 1:41:6

7,643.09 Subgrade =

7,644.13 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X13

19+75.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,760 7,760

7,644.32 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

1:4 1:4 -3.0% -3.0% 1:41:6

7,643.82 Subgrade =

7,644.57 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X14

20+00.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,760 7,760

7,644.59 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

1:4 1:4 -3.0% -3.0% 1:41:6

7,644.09 Subgrade =

7,649.23 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X15 d g e o f W a te r

W

R

20+25.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,760 7,760

7,644.35 Des Grade =

.7

:1

1:4 1:4 -3.0% -3.0% 1:41:6

7,643.85 Subgrade =

7,646.90 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X16

20+50.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,760 7,760

7,643.69 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

1:4 1:4 -3.0% 1:41:5.98

7,643.19 Subgrade =

7,644.83 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X17

20+75.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,690 7,690

7,700 7,700

7,710 7,710

7,720 7,720

7,730 7,730

7,740 7,740

7,750 7,750

7,642.53 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

.8

:1

1:4 1:4

-3.0% 1:4

7,642.03 Subgrade =

7,643.79 Original Grnd =

BROWNS CANYON ROAD

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:0

O c to b e r

B L

.0

S h e

C O

\c r

\R o a d w a y

\C A

D D

S h e e ts

\X M

L

X s e c \C

R

X S e c ti o n s

S h o r te n e d

.d g n

BROWNS CANYON ROAD

X18

21+00.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,660 7,660

7,670 7,670

7,680 7,680

7,640.89 Des Grade =

E d g e o f W a te r E d g e o f W a te r E d g e o f W a te r

W

R

W

R

:1

1:4 1:4-3.

0% -3.0% 1:41:6

7,640.39 Subgrade =

7,640.34 Original Grnd =

21+25.00

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

7,630 7,630

7,640 7,640

7,650 7,650

7,…