MT BOR NPS 2021(1) - PRE-AD PLANS.pdf

PDF 14 MB Posted Jul 12, 2023

Attached to: MT BOR NPS 2021(1), Yellowtail Dam Area Road Improvements
Solicitation number: 69056723B000012
Issued by: Department of Transportation Federal Highway Administration

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Written by GovTribe AI · Dec 21, 2023

This document outlines a federal pre-solicitation notice for road improvement projects. The Department of Transportation Federal Highway Administration is seeking pre-planning services for the MT BOR NPS 2021(1) Yellowtail Dam Area Road Improvements project. Under solicitation number 69056723B000012, consulting firms are invited to submit statements of interest and qualifications for preliminary design plans. The pre-solicitation notice provides an overview of the proposed road work but does not include pricing terms or response deadlines. Interested parties are advised to monitor the federal business opportunities portal for future announcements regarding this procurement.

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File	Type	Posted
Prelim Letter_Yellowtail Dam Area Roads Improvement.pdf	PDF	Jul 12, 2023
Project Description MT BOR NPS 2021(1).pdf	PDF	Jul 12, 2023

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NATIONAL RECREATION AREA

BIGHORN CANYON

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

Project Location

APPROVED:

DATE

striping, micro surfacing chip seal, removal of guardrail, guardrail, milling, asphalt concrete pavement patching, Asphalt concrete pavement, asphalt pavement

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

SPECIFICATION:

C. SANDERS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

MT BOR NPS 2021(1)

ROAD IMPROVEMENTS

YELLOWTAIL DAM AREA

OPTION X 1.14 MILES

LENGTH BASE 36.46 MILES

Western Federal Lands Highway Division

Chief of Engineering, on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

N S

T I

L L

W A

T E

C A R B O N

B I G H O R N

CROW INDIAN RESERVATION

Y E L L O W S T O N E

BILLINGS HARDIN

POWELL

Garland

Deaver Cowley

Lovell

Elk Basin

Warren

Hillsboro

Golden

Edgar

PryorBoyd

East Bridger Bridger

Laurel

City Park

Rapids

Huntley

Agency

Crow

Dunmore

Garryowen

St Xavier

Grass

Lodge

Wyola

Parkman

Dayton

Junction

Burgess

Becktoe

MONTANA

WYOMING

SCALE IN MILES

05 5 10 15

RIV

E N

O T

WOLLEY

R E

VIR

93 15

19189

MONTANA

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

S O

U T

H D

A K

O T

WYOMING

H O

UNITED STATES

CANADA

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead Elwell

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

National Recreation Area

Bighorn Canyon

NORTH UNIT LOCATION

SOUTH UNIT LOCATION

B u rlin g to n

N o rth e rn

Yellowtail Dam

NTANA BIG HORN AND CARBON COUNTY, MO

BIG HORN COUNTY, WYOMING

NATIONAL

PARK

SERVICE

DATE

Bighorn Canyon National Recreation Area

Superintendent, See Sheet A.2 for Index to Sheets

J u n e

T it le S h e e t.

d g n c p w w o r k \d

\m tr n p s g e n .d g n

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.1

NPS PMIS No. 326359B

PRELIMINARY - N

OT FOR CONSTRUCTION

NPS PMIS No 326359B

STATE PROJECT

SHEET

NUMBER

MT BOR NPS 2021(1) A.2

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4-5 VICINITY MAPS

B. SUMMARY OF QUANTITIES

B.1-3 SUMMARY OF QUANTITIES

c. TYPICAL SECTIONS

C.1-2 TYPICAL SECTION

C.3 ASPHALT PAVEMENT CRACK SEALING AND

FILLING DETAIL

C.4 ASPHALT CONCRETE PAVEMENT PATCH

D.1-3

D.4-12

E.1

E.2-8

E.9

F.1-6

F.7-19

F.20-27

F.28

F.29-39

D. PLANS

TABULATION OF QUANTITIES

PLAN SHEETS

E. TEMPORARY TRAFFIC CONTROL

TABULATION OF QUANTITIES

STANDARD DETAILS

BIL PROJECT FUNDING SOURCE SIGN

DETAIL

F. PERMANENT TRAFFIC CONTROL

TABULATION OF QUANTITIES

GUARDRAIL PLAN-PLAN

PARKING AREA PLANS

CUSTOM SIGN DETAILS

STANDARD DETAILS

INDEX TO SHEETS PRELIMINARY - NOT FOR CONSTRUCTION

BH TP

RIP

G W G WV

CP GPS

36 31

N 1000EL. 1234.56

SEC.

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

b.f.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

A A

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PST

PSC

PSI

PSF

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

N normal crown north

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:1 u n e

U p d a te d v ic in it y m a p p w

-w o rk

\d \m tr -n p s -1 g e n -3

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.3

NPS PMIS No. 326359B

NORTH UNIT

WAPPA UPPER SWITCHYARD

YELLOWTAIL POWER PLANT ROAD, AVENUE B EAST/WEST,

NPS HIGHWAY 313 ACCESS ROAD, OK-A-BEH ROAD, AFTERBAY ROAD,

Scale in miles

SCALE IN MILES

0 1 2 31

Dam

Yellowtail Smith

Fort

Lake B ig h o rn

B ig h o rn

River

Big hor n

Ca nyo n

END BICA 0012

BEGIN BICA 0012

BEGIN BICA 0211 (OPTION X)

END BICA 0010

END BICA 0211 (OPTION X)

BICA 0010

BEGIN

BICA 0011

BEGIN

END BICA 0011

Bighorn Lake

Black Canyon

RESERVATION

INDIAN

CROW

R E C R E A T I O N A R E A

N A T I O N A L

B I G H O R N C A N Y O N

BEGIN BICA 0210

END BICA 0210

END BICA 0212AZ

BICA 0212AZ

BEGIN

BEGIN BICA 0200

END BICA 0200

BEGIN BICA 0212BZ

END BICA 0212BZ

BICA 0904

BICA 0903

BICA 0900

BICA 0913ZZ

O K -A -B

O A D

H W

A Y A

C C E S S R

O A D

ROUTE

BICA 0010

BEGIN

SOURCE SIGN

BIL PROJECT FUNDING

SOURCE SIGN

BIL PROJECT FUNDING

J u n e

V ic in it y M a p s p w w o r k \d

\m tr n p s g e n .d g n

VICINITY MAPS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.4

NPS PMIS No. 326359B

DEVIL'S CANYON OVERLOOK ROAD

BAD PASS ROAD

HORSESHOE BEND ROAD AND CAMPGROUND

BARRY'S LANDING

SOUTH UNIT

LOVELL PARKING

SCALE IN MILES

0 02

SCALE IN MILES

0 12

Island

Barry's

C A

N C

H O

R N C

C R O

IAN

RESERVATION

BICA 0219

BEGIN

BICA 0219

END

Bend

Horseshoe

T 57 N

T 58 N

River

Bighorn

BICA 0203

BEGIN

BICA 0927

END BICA 0203

SCALE IN MILES

0 2 42

T 57 N

T 58 N

Bend

Horseshoe

Playground

Devils

Barry's Island

Hillsboro

MONTANA

WYOMING

BICA 0013

END

BICA 0013

BEGIN

L a k e

B ig h o r n

Strip

Landing

Lake

Bighorn

C A

R B

O N

H O

R N

BICA 0204

BEGIN

END BICA 0204

BICA 0920

BICA 0930

BICA 0207Z

BEGIN

END BICA 0207Z

B A

D P

A S

S R

O A

B A R R

Y 'S

N D

G R

O A D

BEN

D R

H O

SES

H O E

U .S . H

W Y

U .S

H W

A E

E MAIN ST

BICA 0919

E 2ND ST OLD E MAIN ST

Canal

Hunt Godfrey

B A

D P

A S S R

O A

SCALE IN MILES

0 04

ELL

A R K

R O

A D M

E S

H O

R S E S H

O E B

E N

M a y

U n ti tl e d

S h e e t] p w w o r k \d

\m tr n p s g e n .d g n

VICINITY MAPS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.5

NPS PMIS No. 326359B

NOTE:

existing pavement marking locations.

Maintain existing lane/shoulder widths and match

See section D for locations.

5. Patch surface and seal/fill cracks prior to chip seal.

other surface treatment operations.

manholes, water valves, and all other appurtenances during all

4. Protect asphalt curbs, concrete curb & gutter, concrete barriers, bituminous surface treatments.

Adjacent paved pullouts and widened areas included in

width and extent of asphalt surface treatment.

1. Refer to Surfacing Tabulation Sheet D.1-D.2 for

No Scale

Existing asphalt surface

Tack coat

3'' Asphalt concrete pavement

3'' Asphalt pavement milling

No Scale

Construction Limits Construction Limits

Match existing Match existing

Slope

Variable

Vari es

Varies

MILL AND OVERLAY

TYPICAL SECTION

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Slope

Variable

Construction Limits onstruction LimitsC

Vari es

Varies

CHIP SEAL

TYPICAL SECTION

Match existing Match existing

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Existing asphalt surface

Chip seal, type 1C

Emulsified asphalt

Construction Limits Construction Limits

Match existing Match existing

Slope

Variable

Vari es

Varies

MICRO SURFACING

TYPICAL SECTION

Existing asphalt surface or roadway width or parking lot dimensionsf

See Surfacing Tabulation Sheets

Existing pavement section

, type 2 Micro surfacing

M a y

T y p ic a l

S e c ti o n

S h e e t p w w o r k \d

\m tr n p s c a .d g n

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) C.1

NPS PMIS No. 326359B

Asphalt curb

See typical sections

ASPHALT CURB

TYPICAL PLACEMENT

ASPHALT CURB

R = 1.5"

R = 1.0"

Tack coat

FOOTNOTE:

for guardrail dimensions.

extend curb through the terminal section. See Sheet F.33

Place face of curb flush with face of guardrail block. Do not

[1]

Edge of pavement

SHOULDER CONSTRUCTION

Existing ground

Shoulder reconditioning

Existing asphalt

1:3

BAD PASS ROAD MP 8.00 to MP 8.50, RT method 2

Roadway aggregate, 4"

YELLOWTAIL POWERPLANT ROAD MP 0.53 to MP 0.72, RT

[1]

J u n e

T y p ic a l

S e c ti o n p w w o r k \d

\m tr n p s c b .d g n

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) C.2

NPS PMIS No. 326359B

2''

NO SCALE

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

AND FILLING DETAIL

CRACK SEALING

ASPHALT PAVEMENT

Fill crack with pre-formulated mastic material flush with existing surface

" to 1"4 flush with the existing surface

Ensure all remaining overband isStrike off material to flush with existing surface

C.3

STATE PROJECT

NUMBER

SHEET

D e s ig n I n tl

F p w w o r k

\m tr n p s c c .d g n

MT BOR NPS 2021(1)

:4 u n e

L a n

C h e c k e d b y

D e s ig n e d b y

T P h a n

Greater than 1"

Seal crack with hot applied crack sealant

NPS PMIS No. 326359B

C.4

STATE PROJECT

NUMBER

SHEET

D D e s ig n I n tl

F p w w o r k \d

\m tr n p s c c .d g n

MT BOR NPS 2021(1)

M a y

L a n

C h e c k e d b y

D e s ig n e d b y

P h a n

PAVEMENT PATCH

ASPHALT CONCRETE

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on of crushed aggregate and existing base course.

For Type 1 patch, place stabilization geogrid between bottom

FOOTNOTE:

[1]

NOTE:

V a r ie s pavement

Existing

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

Top of existing pavement to a depth of 4-inches base and subgrade material

Remove damaged pavement, Pay Limits, see Plan Section D

Existing base course Asphalt concrete, Type II, 4-inch compacted depth

V a r ie s pavement

Existing

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1(A)

Top of existing pavement

Pay Limits, see Plan Section D

Existing base course

Asphalt concrete, Type II, 4-inch compacted depth to a depth of 10-inches base and subgrade material

Remove damaged pavement, 6-inch crushed aggregate

Stabilization geogrid

V a r ie s pavement

Existing

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1(B)

Top of existing pavement

Pay Limits, see Plan Section D

Existing base course

Asphalt concrete, Type II, 4-inch compacted depth to a depth of 30-inches base and subgrade material

Remove damaged pavement, 26-inch crushed aggregate

Stabilization geogrid

[1]

NO SCALE

NPS PMIS No. 326359B

Scale in miles

0 0.25 0.5 1

H W

A C C

S R O

A D

2. Verify asphalt concrete pavement patch limits with CO.

to create one continues surface treatment.

patch locations as well as mill and overlay sections

1. Place chip seal treatment over asphalt concrete

O K A B

E H R

O A

YELLOWTAIL POWER PLANT ROAD

AFTER BAY ROAD

:0 u n e

A -0 p w w o r k

\m tr n p s d b .d g n

NORTH UNIT

NPS HIGHWAY 313 ACCESS ROAD

BICA-0010

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.4

NPS PMIS No. 326359B

Begin chip seal

Begin mill and overlay

BICA 0010 (MP 0.00)

End mill and overlay

BICA 0010 (MP 0.20)

Begin mill and overlay

BICA 0010 (MP 3.00)

End mill and overlay

BICA 0010 (MP 3.50)

Patch, type 2

Asphalt concrete pavement

BICA 0010 (MP 4.40)

Begin mill and overlay

BICA 0010 (MP 5.00)

mill and overlayEnd

BICA 0010 (MP 5.10)

Asphalt concrete pavement patch, type 1(A)

BICA 0010 (MP 5.20)

End chip seal

BICA 0010 (MP 5.37)

Yellowtail Afterbay Boat Ramp and Chip Seal

Asphalt Concrete Pavement Patch, Type 2 and Chip Seal

Asphalt Concrete Pavement Patch, Type 1

Mill and Overlay and Chip Seal

Chip SealLegend: Note:PRELIMINARY - N

0 0.5 1

2. Verify asphalt concrete pavement patch limits with CO.

to create one continues surface treatment.

1. Place chip seal treatment over asphalt concrete patch locations

:0 u n e

A -0 p w w o r k

\m tr n p s d b .d g n

NORTH UNIT

OK-A-BEH ROAD

BICA-0011

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.5

NPS PMIS No. 326359B

Asphalt concrete pavement patch, type 2

BICA 0011 (MP 0.70)

Asphalt concrete pavement patch, type 2

BICA 0011 (MP 6.60)

Begin chip seal

BICA 0011 (MP 0.00)

End chip seal

BICA 0011 (MP 9.30)

Mill and overlay

BICA 0903 (Upper OK-A-BEH Parking)

Micro Surfacing

BICA 0904 (Lower OK-A-BEH Parking) and Chip Seal

Asphalt Concrete Pavement Patch, Type 2

Micro Surfacing

Mill and Overlay

Chip Seal

Legend:

O K -A -B

O A D

0.25

ACCESS ROAD

NPS HIGHWAY 313

Note:PRELIMINARY - N

500 10000250500

Scale in feet

2. Verify asphalt concrete pavement patch limits with CO.

locations to create one continues surface treatment.

1. Place chip seal treatment over asphalt concrete patch

:0 u n e

A -0 p w w o r k

\m tr n p s d b .d g n

NORTH UNIT

BICA-0212BZ AVENUE B (EAST)

BICA-0212AZ AVENUE B (WEST)

AFTERBAY CAMPGROUND ROAD

BICA-0200

BICA-0012 AFTERBAY ROAD

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.6

NPS PMIS No. 326359B

Begin chip seal

BICA-0200 (MP 0.0)

End chip seal

BICA-0200 (MP 0.23)

Begin chip seal

BICA 212AZ (MP 0.00)

End chip seal

BICA 212AZ (MP 0.35)

End chip seal

BICA 212BZ (MP 0.16)

Begin chip seal

BICA 212BZ (MP 0.00)

End chip seal

BICA 0012 (MP 1.91)

Asphalt concrete pavement patch, type 1(A)

BICA 0012 (MP 1.60)

Asphalt concrete pavement patch, type 1(A)

BICA 0012 (MP 0.60)

Begin chip seal

BICA 0012 (MP 0.00)

Afterbay ranger and contact station Staging area

Micro Surfacing

(PARK HEADQUARTERS PARKING NORTH)

BICA 0913AZ

Mill and overlay

(PARK HEADQUARTERS PARKING SOUTH)

BICA 0913BZ

Yellowtail Afterbay Boat Ramp

Micro Surfacing

Mill and Overlay and Chip seal

Asphalt Concrete Pavement Patch, Type 1

Chip Seal

Legend: Note:

A F T E R B A Y C

A M P G

R O

U N

D R

O A D

AFTERBAY ROAD

AVENUE B (WEST)

A V E N

U E B E A S T

NPS HIGHWAY 313 ACCESS ROAD

YELLOWTAIL POWER PLANT ROAD

0 250 500 1000

Remove and replace Begin concrete curb (MP 0.53)

2. Verify concrete curb start stop locations with CO.

one continues surface treatment.

locations as well as mill and overlay sections to create

1. Place chip seal treatment over asphalt concrete patch

J u n e

-0 p w w o r k

\m tr n p s d b .d g n

NORTH UNIT

WAPPA UPPER SWITCHYARD ROAD

BICA-0210

OPTION X

YELLOWTAIL POWERPLANT ROAD

BICA-0211

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.7

NPS PMIS No. 326359B

Begin asphalt concrete pavement patch, type 1(A)

BICA 0211 (MP 0.42)

End asphalt concrete pavement patch, type 1(A)

BICA 0211 (MP 0.47)

End chip seal

BICA 0211 (MP 1.14)

OPTION X

Begin chip seal

BICA 0210 (MP 0.00)

End chip seal

BICA 0210 (MP 0.81)

Micro Surfacing

CENTER PARKING)

BICA 0900 (YELLOWTAIL DAM VISITOR

Remove and replace End asphalt curb (MP 0.72)

Staging area 2

Staging area 1

Micro Surfacing and Chip Seal

Asphalt Concrete Pavement Patch, Type 1

Chip Seal

Legend:

YELLOWTAIL POWER PLANT ROAD

H W

Note:

W A P P A U

P P E R S

C H

Y A R D R

O A D

Begin chip seal

BICA 0211 (MP 0.00)

OPTION X

0 0.5 1 2 N

1. Place chip seal treatment over asphalt concrete

J u n e

-0 B a d P a s s R o d p w w o r k

\m tr n p s d b .d g n

SOUTH UNIT

BAD PASS ROAD

BICA-0013

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.8

NPS PMIS No. 326359B

Begin asphalt concrete pavement patch, type 1(B)

BICA 0013 (MP 0.09)

End asphalt concrete pavement patch, type 1(B)

BICA 0013 (MP 0.16)

Begin shoulder stabilization

BICA 0013 (MP 8.00)

End shoulder stabilization

BICA 0013 (MP 8.50)

End chip seal

BICA 0013 (MP 13.6)

Begin chip seal

BICA 0013 (MP 0.00)

Legend:

Shoulder Construction and Chip Seal and Chip Seal

Asphalt Concrete Pavement Patch, Type 1

Chip Seal

BAD PASS ROADBAD PASS ROADBAD PASS ROAD

Note:

H O

R S E S H

O E

B E N

D R

O A D

D E

S C

A N

Y O

O V

E R

L O

O K R

O A

B A R R Y 'S L

A N

G B

O A T

R A

M P R

O A D

300 0 300 600 900

HORSESHOE BEND ROAD

BAD P

ASS

ROAD

J u n e

A p w w o r k

\m tr n p s d b .d g n

SOUTH UNIT

HORSESHOE BEND ROAD

BICA-0203

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.9

NPS PMIS No. 326359B

Begin chip seal

BICA 0203 (MP 0.00)

No work

BICA 0203 (Horseshoe Bend Road Boat Ramp)

Begin chip seal

BICA 0207Z (MP 0.00)

End chip seal

BICA 0207Z (MP 0.16)

Mill and overlay

BICA 0920 (HORSESHOE BEND PARKING)

Micro Surfacing

BICA 0927 (HORSESHOE BEND MARINA PARKING)

Chip seal

BICA 0930 (HORSESHOE BEND DUMP STATION)

End chip seal

BICA 0203 (MP 1.66)

Micro Surfacing

Mill and Overlay

Chip Seal

Legend:PRELIMINARY - N

0 125 250 500 750 1000

BAD

PASS

OAD

D E V

'S C

A N

Y O

N O

V E R L O

O K R

O A

M a y

I C

S h e p w w o r k

\m tr n p s d b .d g n

SOUTH UNIT

DEVIL'S CANYON OVERLOOK PARKING

BICA-0921

DEVIL'S CANYON OVERLOOK ROAD

BICA-0204

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.10

NPS PMIS No. 326359B

Begin chip seal

BICA 0204 (MP 0.00)

End chip seal

BICA 0204 (MP 0.80)

Micro Surfacing

BICA 0921 (DEVIL'S CANYON OVERLOOK PARKING)

Legend:

Micro Surfacing

Chip SealPRELIMINARY - N

0.1 0.05 0 0.1 0.2 0.3

BAD PASS ROAD

BARRY'S LANDING BOAT RAMP ROAD

M a y

I C

S h e p w w o r k \d

\m tr n p s d b .d g n

SOUTH UNIT

BARRY'S LANDING BOAT RAMP ROAD

BICA-0219

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.11

NPS PMIS No. 326359B

Begin chip seal

BICA 0219 (MP 0.0)

End chip seal

BICA 0219 (MP 2.1)

Legend:

Chip SealPRELIMINARY - N

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o d

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

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

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

ADVANCE W

ARNI

AREA

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

ADVANCE W

ARNI

AREA

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 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

Cover post-mounted signs when not applicable.

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

the CO.

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

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

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

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

to this project. The Contractor may add or delete information and details in 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 Section 635 of the Special Contract Requirements for allowable

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

verify that an encroachment permit has been obtained.

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

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

Ro ad N ame

SIGN SPACING TABLE

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

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

J u ly

S td

-1 p w

-w o rk \d m s

\S td

-1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

4" Broken yellow centerline

NO SCALE

Traffic flow yellow centerline yellow centerline solid yellow centerline and solid yellow centerline

Traffic flow

2' 18'

20'

40'

2' 38'

2' 18'

20'

2' 38'

40'

4" Broken yellow and

4" Broken yellow

4" Solid double

2' broken line: two pavement markers spaced 2' apart

Single solid line: pavement markers spaced on 10' centers.

10' centers.

pavement markings as shown on Standard 635-3.

NOTE:

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

Shoulder

Shoulder Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary patterns:

To substitute raised pavement markers for lines, use the following

Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature.

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

DETAIL A DETAIL B

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

M a y

U n ti tl e d S h e p w

-w o rk

\d \t e m p p a v e m a rk in g s .d g n

TEMPORARY PAVEMENT MARKINGS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.3

NPS PMIS No. 326359B

Traffic flow

CENTER

LINE

CENTER

LINE

PASS

WITH

CARE

NOT

PASS

CENTER

LINE

CENTER

LINE

PASSING

ZONE

PASSING

ZONE

PASS

WITH

CARE

NOT

PASS

CENTER

LINE

CENTER

LINE

NOT

PASS

WITH

CARE

PASSING

ZONE

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow cycle length

40' 500'

500' cycle length

40' 500'

500' cycle length

40' 500'

500' temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

NOTE:

PROJECT LIMITS

Two-way traffic

Passing zone both directions

DETAIL A

PROJECT LIMITS

Two-way traffic

No Passing zone one direction

DETAIL B

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

Two-way traffic

No Passing zone both directions

DETAIL C

delineation.

Optionally use the vehicle positioning guides to provide additional up to 14 days when providing signs according to this standard.

The pavement on two- or three-lane roads may remain unmarked for each direction of travel.

Use permanent markings plan to determine no passing zones installed at the upstream end of the zone.

a no-passing zone only if a DO NOT PASS (R4-1) sign has been

Use the PASS WITH CARE (R4-2) sign at the downstream end of

W8-12

R4-1

See Note 6

R4-2 W8-12

(optional)

W14-3

(optional)

W14-3

R4-1See Note 6

R4-2 W8-12

W8-12 R4-1

See Note 6

R4-2 (optional)

W14-3

W8-12

See Note 2

7/2022 REVISED:

635-3

J u ly

S td p w w o r k \d m s \S td .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STATE PROJECT

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

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

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

Flagger location

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

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

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

u g u s t

S m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

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)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100' 50' - 100' (optional)

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

u g u s t

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

See Note 6

10' min.

Traffic flow

LENGTH AND SPACING TABLE

WS²

limit or 85 percentile speed prior

Shoulder taper formula:

Where:

L =

Minimum length of taper at required spacing.

Lengthen taper as needed to provide minimum of three channelizing devices in taper **

Approach speed based on the regulatory posted speed, not the advisory speed.*

S =

W =

L =

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

MPH

SHOULDER

WORK

Channelizing devices for S ≤ 40 MPH for S ≥ 45 MPH

Numerical value of posted speed

Width of offset in feet to work in miles per hour

See Note 2

10' min.

NOTE:

SIGN SPACING TABLE

parked or stored in the buffer space.

Do not allow equipment, materials, or vehicles to be

END ROAD WORK (G20-2) signs.

limits, eliminate the ROAD WORK AHEAD (W20-1) and If shoulder closure is completely within the project

Contract Requirements, Section 156.

For project specific minimum width, refer to Special fit field conditions as approved by the CO.

Final location and spacing of devices may be changed to

See Note 3 W20-1

Spacing Table) (See Length and

Device spacing

See Note 3 G20-2

TERMINATION AREA

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

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

(optional)

See Note 3 G20-2

W21-5

See Note 3 W20-1

(optional) W13-1P

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

MINIMUM TAPER LENGTH**

LENGTH

SPACE

BUFFER

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH

FEET FEET SPACING IN FEET

7/2022 REVISED: 635-10

J u ly

S td

-1 c p w

-w o rk

\d m s \S td -1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

0.2X0.6X 0.2X

Long side of post

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

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

E d g e o f tr a v e le d w a y

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

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.

by the CO.

State standards may be used as an alternative if approved

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

50 - 65

20 - 50

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 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

7/2022 REVISED: 635-14

:0 a y

B a s e .B

.U p w

-w o rk

\d \F

L H

-C e ll s .c e l

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.8

NPS PMIS No. 326359B

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See NPS and BOR Pictographs and Note 3

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

Background - White (retroreflective)

PMS 1245 Brown, PMS 468 Brown (retroreflective)

Legend, Border - PMS 3035 Blue, PMS 633 Blue,Colors:

BOR PICTOGRAPH

5. Verify location with CO.

4. See vicinity maps for sign locations.

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:

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

C .3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

4.5

M a y

N p w w o r k

\b il s ig n .d g n

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.9

NPS PMIS No. 326359B

Class A wood posts, 487.5 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, MP 0.27

MGS tangent (TL-3)

Terminal section type

MP 0.27

MGS tangent (TL-3)

Terminal section type

MP 0.43

MGS tangent (TL-3)

Terminal section type

MP 0.38

MGS tangent (TL-3)

Terminal section type

Class A wood posts, 487.5 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, N

NPS HIGHWAY 313 ACCESS ROAD

:5 u n e

I C

U A

R D

R A

I L

.2 M

.4 R

.2 M

P .3

T p w w o r k

\m tr n p s f h

.d g n

MP 0.27-MP0.38 LT

MP 0.27-MP 0.43 RT

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.7

NPS PMIS No. 326359B

MP 1.37

MGS tangent (TL-3)

Terminal section type

MP 1.33

MGS tangent (TL-3)

Terminal section type Class A wood posts, 150 LNFT

Guardrail system MGS, Type 2, MP 1.33

MGS tangent (TL-3)

Terminal section type

MP 1.37

MGS tangent (TL-3)

Terminal section type

Class A wood posts, 150 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, MP 3.19

MGS tangent (TL-2)

Terminal section type

MP 3.10

MGS tangent (TL-2)

Terminal section type

MP 3.10

MGS tangent (TL-2)

Terminal section type

MP 3.19

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

M a y

I C

U A

R D

R A

.3 M

.1 M

.9 p w w o r k

\m tr n p s f h

.d g n

MP 3.10-MP 3.90

MP 1.33-MP 1.37

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.8

NPS PMIS No. 326359B

Class A wood posts, 462.5 LNFT

Guardrail system MGS, Type 2, MP 3.53

MGS tangent (TL-2)

Terminal section type

MP 3.62

MGS tangent (TL-2)

Terminal section type

MP 3.53

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 3.56

MGS tangent (TL-2)

Terminal section type

MP 3.88

MGS tangent (TL-2)

Terminal section type

MP 3.89

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 125 LNFT

Guardrail system MGS, Type 2, MP 3.88

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 192.5 LNFT

Guardrail system MGS, Type 2, MP 3.93

MGS tangent (TL-2)

Terminal section type

Delineator, type flexible (brown)

NPS HIGHWAY 313 ACCESS ROAD

M a y

I C

U A

R D

R A

.5 M

.8 M

.9 p w w o r k

\m tr n p s f h

.d g n

MP 3.88-MP 3.93

MP 3.53-MP 3.62

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.9

NPS PMIS No. 326359B

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, MP 4.20

MGS tangent (TL-2)

Terminal section typeMP 4.15

MGS tangent (TL-2)

Terminal section type

MP 4.16

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 200 LNFT

Guardrail system MGS, Type 2, MP 4.20

MGS tangent (TL-2)

Terminal section type

MP 4.40

MGS tangent (TL-2)

Terminal section type Class A wood posts, 275 LNFT

Guardrail system MGS, Type 2, MP 4.46

MGS tangent (TL-2)

Terminal section type

NPS HIGHWAY 313 ACCESS ROAD

M a y

I C

U A

R D

R A

.1 M

.4 M

.4 p w w o r k

\m tr n p s f h

.d g n

MP 4.40-MP 4.46

MP 4.15- MP 4.20

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.10

NPS PMIS No. 326359B

Class A wood posts, 475 LNFT

Guardrail system MGS, Type 2, MP 4.52

MGS tangent (TL-2)

Terminal section type

MP 4.52

MGS-BAT

Terminal section type Class A wood posts, 225 LNFT

Guardrail system MGS, Type 2, MP 4.56

MGS-BAT

Terminal section type

MP 4.67

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, MP 4.59

MGS tangent (TL-2)

Terminal section type Delineator, type flexible (brown)

NPS HIGHWAY 313 ACCESS ROAD

M a y

I C

U A

R D

R A

.5 M

.5 p w w o r k

\m tr n p s f h

.d g n

MP 4.52-MP 4.59

MP 4.52-MP 4.56

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.11

NPS PMIS No. 326359B

MP 4.72

MGS tangent (TL-2)

Terminal section type

Delineator, type flexible (brown)

MP 4.78

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 2400 LNFT

NPS HIGHWAY 313 ACCESS ROAD

H W

A Y A

C C E S S R

O A D

:2 u n e

G U

A R

D R

-M P

-M

P .L p w w o r k

\m tr n p s f h

.d g n

MP 4.78-MP 4.90

MP 4.67-MP 4.79

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.12

NPS PMIS No. 326359B

Class A wood posts, 2400 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 2400 LNFT

NPS HIGHWAY 313 ACCESS ROAD

M a y

U A

R D

-M

P .M

-M

P .N p w w o r k

\m tr n p s f h

.d g n

MP 4.99-MP 5.09

MP 4.87-MP 4.99

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.13

NPS PMIS No. 326359B

Class A wood posts, 2400 LNFT

Guardrail sysytem MGS, Type 2, N

MP 5.25

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 2400 LNFT

NPS HIGHWAY 313 ACCESS ROAD

M a y

G U

A R

D R

-M P

-M

P .P p w w o r k

\m tr n p s f h

.d g n

MP 5.2-MP 5.25

MP 5.09-MP 5.2

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.14

NPS PMIS No. 326359B

MP 0.44

Connect to existing guardrail

Class A wood posts, 25 LNFT

Guardrail system MGS, Type 2, MP 0.44

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 25 LNFT

Guardrail system MGS, Type 2, MP 0.54

Connect to existing guardrail

MP 0.53

MGS tangent (TL-2)

Terminal section type

AFTERBAY ROAD

:2 u n e

U A

R D

-M

P .A

-M

P .B p w w o r k

\m tr n p s f h

.d g n

MP 0.53

MP0.44

BICA 0012 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.15

NPS PMIS No. 326359B

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 0.12

MGS tangent (TL-2)

Terminal section type MP 0.15

MGS tangent (TL-2)

Terminal section type

MP 0.12

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 0.15

MGS tangent (TL-2)

Terminal section type

MP 0.28

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 200 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 750 LNFT

Guardrail system MGS, Type 2, MP 0.32

MGS tangent (TL-2)

Terminal section type

MP 0.35

MGS tangent (TL-2)

Terminal section type

YELLOWTAIL POWER PLANT ROAD

M a y

I C

A G

U A

R D

R A

P .A

P .B p w w o r k

\m tr n p s f h

.d g n

(OPTION X)

MP 0.28-0.38

MP 0.12-MP 0.15

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.16

NPS PMIS No. 326359B

Class A wood posts, 750 LNFT

Guardrail system MGS, Type 2, N

MP 0.50

MGS tangent (TL-2)

Terminal section typeClass A wood posts, 750 LNFT

Guardrail system MGS, Type 2, MP 0.54

MGS tangent (TL-2)

Terminal section type

YELLOWTAIL POWER PLANT ROAD

YELLOWTAIL

POWER PL

ANT ROAD

M a y

U A

R D

-M

P .C

-M

P .D p w w o r k

\m tr n p s f h

.d g n

(OPTION X)

MP.49-MP 0.57

MP 0.38-MP 0.49

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.17

NPS PMIS No. 326359B

MP 0.54

MGS tangent (TL-2)

Terminal section type

MP 0.62

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, N

MP 0.98

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 762.5 LNFT

YELLOWTAIL POWER PLANT ROAD

M a y

I C

U A

R D

R A

P .E

P .F p w w o r k

\m tr n p s f h

.d g n

(OPTION X)

MP 0.98-MP 1.09

MP 0.54-MP 0.62

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.18

NPS PMIS No. 326359B

MP 1.14

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 762.5 LNFT

YELLOWTAIL POWER PLANT ROAD

M a y

U A

R D

-M

P .G p w w o r k

\m tr n p s f h

.d g n

(OPTION X)

MP 1.09-MP 1.14

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.19

NPS PMIS No. 326359B

11' typ.

ty p

8' typ.

9' typ.

' t yp

Pavement markings, type B, solid white

Pavement markings, D E

'S C

A N

Y O

N O

V E

R L

O O

K R

O A

NOTE:

1. Verify striping with CO.

type B, solid white

Pavement markings, type B, solid white

Pavement markings, No Scale

NPS PMIS No. 326359B

M a y

D e v il

's C a n y o n O v e r lo o k P a r k in g lo t S h e p w w o r k \d

\m tr n p s f x .d g n

PARKING

DEVIL'S CANYON OVERLOOK

BICA 0921

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.20

Horseshoe Bend Rd-1 - Plan 1

12' ty p.

15' typ.

ty p

' ty p

HORSESHOE BEND ROAD

1. Verify striping with CO.

NOTE:

type B, solid white

Pavement markings, type B, solid white

Pavement markings, No Scale

M a y

H o r s e s h o e B e n d R d

P la n

S h e p w w o r k \d

\m tr n p s f x .d g n

PARKING

HORSESHOE BEND

BICA 0920

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.21

NPS PMIS No. 326359B

10' typ.

ty p

11' typ.

HORSESHOE BEND ROAD

NOTE:

1. Verify striping with CO.

type B, solid white

Pavement markings, type B, solid white

Pavement markings, ty p

No Scale

M a y

H o r s e s h o e B e n d R d

P la n

S h e p w w o r k \d

\m tr n p s f x .d g n

MARINA PARKING

HORSESHOE BEND

BICA 0927

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.22

NPS PMIS No. 326359B ty p

8' typ.

(R5-11)

Sign system

Pavement markings, accessibility symbol

Pavement markings, OK-A-BEH ROAD

2. Verify striping with CO.

1. West bay parking layout updated to reflect new traffic flow.

NOTE:

type B, solid white

Pavement markings, R

' typ ty p ty p

31' t yp.

No Scale

M a y

O W

E R

O K

-A -B

E H

P A

R K

G p w w o r k \d

\m tr n p s f x .d g n

LOWER OK-A-BEH PARKING

BICA 0904

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.23

NPS PMIS No. 326359B

Pavement markings, 8" typ.

Pavement markings, stop bar

OK-A-BEH ROAD

NOTE:

1. Verify striping with CO.

type B, solid white

Pavement markings, ty p

57' typ.

' t yp

' ty p

No Scale

NPS PMIS No. 326359B

M a y

O k A

B e h U p p e r

S h e p w w o r k \d

\m tr n p s f x .d g n

UPPER OK-A-BEH PARKING

BICA 0903

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.24

type B, solid white

Pavement markings, type B, solid white

AVENUE B (W

EST)

1. Verify striping with CO.

NOTE:

9' typ.

' ty p

9' typ.

' ty p

No Scale

M a y

P a r k

H e a d q u a r te r s P a r k in g

S h e p w w o r k \d

\m tr n p s f x .d g n

PARK HEADQUARTERS PARKING SOUTH

BICA 0913BZ

PARK HEADQUARTERS PARKING NORTH

BICA 0913AZ

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.25

NPS PMIS No. 326359B accessibility symbol

Pavement markings, type B, solid white

Pavement markings, NPS HIGHWAY 313 ACCESS ROAD

NOTE:

1. Verify striping with CO.

9' typ.

ty p

No Scale

NPS PMIS No. 326359B

M a y

Y e ll o w ta il

D a m

V is it o r C e n te r P a r k in g l o t O ld

S h e p w w o r k \d

\m tr n p s f x .d g n

CENTER PARKING

YELLOWTAIL DAM VISITOR

BICA 0900

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.26

' t yp type B, solid white

Pavement markings, straight arrow

Pavement markings, type B, U S H

H W

A Y

L T combination type B, straight/turn arrow

Pavement markings,

1. Verify striping with CO.

NOTE:

type B, solid white

Pavement markings, ty p

19' typ.

ty p

' t yp

' ty p

19' typ.

' ty p

11' typ.

ty p

No Scale

27'R

M a y

L o v e ll

V is it o r

C e n te r P a rk in g A re a

S h e p w w o r k d m tr n p s fx .d g n

CENTER PARKING

LOVELL VISITORS

BICA 0919

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.27

NPS PMIS No. 326359B

REF-1

REF-3

REF-2

78"78"

84"

66½" 5¾"5¾"

6½"

6" C, Width = 43¾"

6" C, Width = 53⅝"

13½"

Height = 10", Width = 13½"

6½" Height = 6", Width = 6⅞"

18"

Height = 10", Width = 10"

5½" 4" C, Width = 20⅜"

54"

BORDER

R=3"

TH=0¾"

18½"

Height = 6", Width = 6⅞"

29½"

66½" 5¾"5¾"

BORDER

R=3"

TH=0¾"

6½" 6" C, Width = 43¾"

6" 6" C, Width = 53⅝"

Height = 10", Width = 13½"

4" 4" C, Width = 20⅜"

5½"

30½"

13½"

Height = 10", Width = 13½"

54"

67⅝" 8¼"8¼"

6" 6" C, Width = 45⅜"

14¾"

6" 6" C, Width = 42¾" 2½"

BORDER

R=3"

TH=0¾"

Divider TH=0¾"

30"

Height = 6", Width = 6⅞"

6" Height = 6", Width = 6⅞"

5⅛" 6" C, Width = 13⅛"

18"

42"

NOTE:

Design custom signs according to NPS Uniguide standards.

Panel, letter, and symbol dimensions are approximate.1.

M a y

U S

T O

M S

D E

T A p w

-w o rk \d

\m tr -n p s

-1 fy

.d g n

CUSTOM SIGN DETAILS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.28

NPS PMIS No. 326359B

MT BOR NPS 2021(1)

F.29

NPS PMIS No. 326359B

F.30

NPS PMIS No. 326359B

F.31

NPS PMIS No. 326359B

F.32

NPS PMIS No. 326359B

F.33

NPS PMIS No. 326359B

F.34

NPS PMIS No. 326359B

F.35

NPS PMIS No. 326359B

MT BOR NPS 2021(1) F.36

NPS PMIS No. 326359B

MT BOR NPS 2021(1) F.37

MT BOR NPS 2021(1) F.38

MT BOR NPS 2021(1) F.39

NPS PMIS No. 326359B

635-1: E.2

State: MT

Project: BOR NPS 2021(1)

635-3: E.4

NPS: PMIS No. 326359B

635-5: E.6

635-10: E.7

W634-1: F.37

W634-2: F.38

File details come from the government source that posted it. Updated Jul 12, 2023.