Preliminary_Plans_WY_PRA_GRTE_10(12)_PlanSet_1_of_2.pdf

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

APPROVED:

DATE

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

GRAND TETON NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

Project Location

WYOMING KEY MAP

COLORADOUTAH

N E

B R

A S

K A

S O

U T

H D

A K

O T

AMONTANA

Reservoir

Boysen

Lake

Bighorn

Lake

Yellowstone

Lake

Jackson

Reservoir

Gorge

Flaming

Reservoir

Pathfinder

Reservoir

Seminoe

YELLOWSTONE

NATIONAL PARK

GRAND

TETON

NAT'L

PARK

Jackson

Worland

Riverton

CASPER

Gillette

Sheridan

Cody

Laramie

CHEYENNE

Rawlins

Springs

Rock

I D

A H

O

14A

N

WILDERNESS

TETON

REFUGE

NATIONAL ELK

TARGHEE

NATIONAL

FOREST

PARK

TETON

GRAND

FOREST

NATIONAL

BRIDGER - TETON

26 89

Teton Pass

JACKSON, WY

Hoback Jct.

Moose, WY

WYOMING

NATIONAL FOREST

BRIDGER - TETON

Togwotee Pass

Moran Jct.

G. GIFFORD

A.1

STATE PROJECT

NUMBER

SHEET

WY

PRA GRTE 10(12)

g r te a a .d g n

U

S S u r ft

D

C h e c k e d b y

D e s ig n e d b y K

S to n e e (max)

V

ADT (2030)

ADT (2010)

DATE

Western Federal Lands Highway Division

Director, Project Delivery, RECOMMENDED:

0.060

55 MPH

SCALE IN MILES

10 5 0 10 20

See Sheet A.2 for Index To Sheets

OUTSIDE HIGHWAY

OUTSIDE HIGHWAY

YELLOWSTONE

NATIONAL

PARK

Base, Paving

Crack Sealing, Milling, Aggregate

Memorial Parkway

Grand Teton National Park & John D. Rockefeller, Jr.

Superintendent, MEMORIAL PARKWAY

JOHN D. ROCKEFELLER

26 89 191

NOT FOR CONSTRUCTION

PRELIMINARY

DESIGN SUBMITTAL

95% FINAL

PLANS FOR PROPOSED PROJECT

NPS PMIS NO. 90943 & 90944

WY PRA GRTE 10(12)

CRAIGHEAD HILL TO CUNNINGHAM CABIN

OUTSIDE HIGHWAY

WYOMING

TETON COUNTY

LENGTH 10.25 MILES

END PROJECT

551+35

BEGIN PROJECT

10+00

NAT'L

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

PRELIM

IN

ARY

Not For

Con str uc tio n leeann.bush Text Box

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

P

M

J u ly

U

S S u r ft c m y fi le s p w p r o d u c ti o n d g r te a b .d g n

C h e c k e d b y

D e s ig n e d b y

INDEX TO SHEETS

SPREAD CREEK PIT WATER SOURCE PLAN

SPREAD CREEK PIT RECLAMATION PLAN

SPREAD CREEK PIT OPERATION PLAN

TABULATION OF QUANTITIES

STD. DETAIL DRAWINGS

TABULATION OF GUARDRAIL QUANTITIES

STD. DETAIL DRAWINGS

TABULATION OF QUANTITIES

BLACKTAIL PONDS APPROACH ROAD AND PARKING AREA

CUNNINGHAM CABIN TURNOUT

SNAKE RIVER OVERLOOK

TETON POINT TURNOUT

GLACIER VIEW TURNOUT

TURNOUT AND OVERLOOK TYPICAL SECTIONS

ROAD APPROACH DETAILS

SCHWABACHER ROAD PLAN AND PROFILE

OUTSIDE HIGHWAY PLAN & PROFILE

TABULATION OF PLAN AND PROFILE QUANTITIES

SCHWABACHER ROAD TYPICAL SECTION

OUTSIDE HIGHWAY TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

I.6

I.4-5

I.2-3

I.1

G.2-4

G.1

F.2-3

F.1

E.7

E.6

E.5

E.4

E.3

E.2

E.1

D.14-17

D.4-13

D.1-3

C.4

C.2-3

C.1

B.1-3

A.4

A.3

A.2

A.1

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

M. MISC. DETAILS

K. PERMANENT TRAFFIC CONTROL PLANS

J. TEMPORARY TRAFFIC CONTROL PLAN

I. MATERIAL SOURCE PLAN

G. GUARDRAILS

F. EROSION CONTROL

E. TURNOUT & APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

M.1-2

K.14

K.13

K.12-12B

K.11-11B

K.10

K.9

K.8

K.7

K.6

K.5

K.4

K.3

K.1-2

J.8

J.2-7

J.1

DOUBLE GATE DETAIL

PERMANENT SNOWPOLE HOLDER DETAILS

WOOD POSTS

STD DETAIL W633-7, PERMANENT SIGN INSTALLATION

CUNNINGHAM CABIN INTERSECTION PAVEMENT MARKINGS

PAVEMENT MARKINGS

DEADMANS BAR APPROACH ROAD INTERSECTION

SNAKE RIVER OVERLOOK INTERSECTION DETAILS

BLACKTAIL PONDS PAVEMENT MARKINGS

CUNNINGHAM CABIN TURNOUT PAVEMENT MARKINGS

SNAKE RIVER OVERLOOK PAVEMENT MARKINGS

TETON POINT TURNOUT PAVEMENT MARKINGS

GLACIER VIEW TURNOUT PAVEMENT MARKINGS

STD. DETAIL W634-2, LINEAR PAVEMENT MARKINGS

PERMANENT PAVEMENT MARKING DETAILS

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

SCHWABACHER ROAD CLOSURE DETAIL

TEMPORARY TRAFFIC CONTROL PARKING AREAS AND

STD. DETAIL DRAWINGS

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

PRELIM

IN

ARY

Not For

Con str uc tio

VICINITY MAP

N

26 287

WILDERNESS

WINEGAR HOLE

WILDERNESS

JEDEDIAH SMITH

WILDERNESS

TETON

FOREST

NATIONAL

TARGHEE

WYOMING

WILSON

JACKSON

VILLAGE

TETON

KELLY

Teton Canyon

Ranch

Triangle X

TWO OCEAN LAKE

PARKWAY

MEMORIAL

ROCKEFELLER JR.

JOHN D.

LAKE

MATILDA

EMMA

Airport

Jackson Hole

N O

R T H

PARK RD

FORK RIVER

Cabin

Cunningham

BUFFALO

CREEK

ATHERTON

G ro s

V e n tr e R iv e r Road

Marina

Leeks

LAKE

JACKSON

VENTRE

GROS

School

Science

Teton

Center

Visitor

Moose

VILLAGE

RANCH

FLAGG

SCALE IN MILES

PARK

NATIONAL

TETON

GRAND

A.4

STATE PROJECT

g r te a d .d g n

U

S S u r ft

D e c k e d b y

K

R e z a n te s s ig n e d b y

NATIONAL FOREST

BRIDGER - TETON

SLIDE LAKE

LOWER

GROS

VENTRE

RIVER

Lizard Creek Campground

Village

Colter Bay

Clinic

Lake Lodge

Jackson

Ferry

Menors

PASS

TETON

Mountain

Signal

NATIONAL PARK

YELLOWSTONE

South Entrance

Yellowstone National Park

Station

Entrance

Moran

0 5 105

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

Snake River Campground riprap storage

Material source and

KELLY PIT

~1.6 miles from Outside Highway and water source (Spread Creek) stockpile, crushing, aspahlt plant, Dry camp, material source, staging, SPREAD CREEK PIT parking area Blacktail Ponds

O U

T S

ID

E

HI

GHWAY

LAKE

JENNY

S N

A K

E

R

IV

E R

Lodge Jenny Lake

T E

T O

N P

A R

K

R D

END PROJECT

STA. 551+35

WY PRA GRTE 10(12)

OUTSIDE HIGHWAY

BEGIN PROJECT

STA. 10+00

WY PRA GRTE 10(12)

OUTSIDE HIGHWAY

SNAKE RIVER OVERLOOK

TETON POINT TURNOUT

SCHWABACHER ROAD

AND PARKING AREA (Option 1)

DEADMANS BAR ROAD

GLACIER VIEW TURNOUT

PRELIM

IN

ARY

Not For

Con str uc

C.2

STATE PROJECT

g r te c b .d g n

U

S S u r ft

D e c k e d b y

S to s ig n e d b y

TYPICAL SECTIONS

OUTSIDE HIGHWAY

LC

Match existing Match existing

Shoulder Traveled way Traveled way Shoulder

Existing pavement grade

11'11'

CSS-1h, SS-1 or SS-1h

Tack Coat, Grade CSS-1, 350+00 to 551+35

325+50 to 347+00

10+50 to 321+70

Existing ground

5' 5'

Crack, cleaning and sealing

LC

Match existing Match existing

Shoulder Traveled way Traveled way Shoulder

Existing pavement grade

11'11'

CSS-1h, SS-1 or SS-1h

Tack Coat, Grade CSS-1, Existing ground

5' 5'

Crack, cleaning and sealing

321+70 to 325+50

12'

OUTSIDE HIGHWAY

See Sheet C.3 for detail

Safety edge treatment.

OUTSIDE HIGHWAY

NO SCALE

See Sheet C.3 for detail

Safety edge treatment.

6" depth

Aggregate Topsoil Course, topsoil, 4" depth

Place conserved

See Sheet C.3 for detail

Safety edge treatment.

See Sheet C.3 for detail

Safety edge treatment.

Existing aggregate base

Existing asphalt pavement

1v:4h and duff material

Conserve 6" of topsoil

Varies

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

2.5" compacted depth

Million ESAL, Type 1 Pavement Roughness, Nominal Maximum Sized Aggregate, 0.3 to < 3

-inch 4 3"-inch to 2

1Superpave Pavement, Existing asphalt pavement

Existing aggregate base

2.5" compacted depth

Million ESAL, Type 1 Pavement Roughness, Nominal Maximum Sized Aggregate, 0.3 to < 3

-inch 4 3-inch to 2

1Superpave Pavement, Unclassified Borrow

Earthwork

Geotextile, Type II-A

Taper varies Snow storage area

2%

PRELIM

IN

ARY

Not For

Con str uc

Limits of Mill and Inlay maybe adjusted by the CO.

Remove material and dispose of according to Section 203.

1.

NOTE:

FOOTNOTE:

LC

Match existing Match existing

Shoulder Shoulder

11' 5'11'5'

CSS-1h, SS-1 or SS-1h

Tack coat, grade CSS-1, 347+50 to 350+50 pavement grade

Existing

C.3

STATE PROJECT

g r te c c .d g n

U

S S u r ft

D e c k e d b y

S to s ig n e d b y

5'11'

ShoulderTravelway

Varies

Turning lane

Existing ground

1V:3H

Crack cleaning and sealing

TYPICAL SECTION

OUTSIDE HIGHWAY

NO SCALE

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

OUTSIDE HIGHWAY

treatment this sheet

See safety edge

Traveled way Traveled way

GUARDRAIL DETAIL (TYP.)

SAFETY EDGE TREATMENT (TYP.)

CSS-1h, SS-1 or SS-1h

Tack Coat, Grade CSS-1, aggregate base course

Existing

Existing asphalt

Existing sanding aggregate.

Remove and dispose

Remove and replace guardrail aggregate base course

Existing or new asphalt inlay

Existing asphalt

New asphalt

New asphalt Existing topsoil

Million ESAL, Straight Edge Designation, 3" compacted depth

Nominal Maximum Sized Aggregate, 0.3 to < 3

-inch4 3-inch to 2

1Mill and inlay Superpave Pavement, 2.5" compacted depth

Million ESAL, Type 1 Pavement Roughness, Nominal Maximum Sized Aggregate, 0.3 to < 3

-inch4 3-inch to 2

1Superpave Pavement, PRELIM

IN

ARY

Not For

Con str uc

FOOTNOTE:

C.4

STATE PROJECT

g r te c d .d g n

U

S S u r ft

D e c k e d b y

S to s ig n e d b y

TYPICAL SECTION

SCHWABACHER ROAD

1+16 to 16+75

LC

SCHWABACHER ROAD

Aggregate topsoil

Existing gravel road

Aggregate topsoil

Existing ground

NO SCALE

Varies Varies

Unclassified Borrow

16'

8' 8'

Varies1Va rie s

See Sheets D.14-17 for Schwabacher Road Plan and Profile.

Construct slopes as shown in the Staking Report Data Listing.

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

8-inch Compacted Depth

Roadway Aggregate, Method 1, Concrete, 3-inch Depth

Minor Hot Asphalt

PRELIM

IN

ARY

Not For

Con str uc

MILE

Existing surface course

Existing base course

Saw cut

CONNECTION DETAIL

(NO SCALE)

Mill pavement

.5

.5 surface New asphalt

100'

BEGIN PROJECT

MILE

LEGEND

Tack Coat

D.4

STATE PROJECT

A

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fd .d

S to

C h e c k e d b y

D e s ig n e d b y

N

N

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

10+00.00

WY PRA GRTE 10(12)

OUTSIDE HIGHWAY

Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Turnout (Leave in Place)

Approaching Glacier View

(Leave in Place)

Night 45

Speed Limit 55, 10+00 to 45+00

PLAN AND PLAN

5 4

PRELIM

IN

ARY

Not For

Con str uc

STOP

Glacier View Turnout See Sheet E.1 for Details

STOP

S ch w a b a ch e r R o a d

MILE

STOP

MILE

STOP

STOP

1 See Sheets D.14-17 for Schwabacher Road plan and profile.

FOOTNOTE:

D.5

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fe .d

S to

C h e c k e d b y

D e s ig n e d b y

N

N

LEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

45+00 to 100+00

PLAN AND PLAN

On Road (Leave in Place)

Slow Down Wildlife

Type B, Solid Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, (Leave in Place)

Schwabcher Landing Road

(Leave in Place)

Night 45

Speed Limit 55, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Turnout (Leave in Place)

Approaching Glacier View Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, 5 9

G P S

S C

H W

A B

PRELIM

IN

ARY

Not For

Con str uc

MILE

100+00 to 150+00

PLAN AND PLANLEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

N

Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, (Leave in Place)

Approaching Teton Point

Type B, Solid Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, D.6

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te ff .d

S to

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

Teton Point Turnout See Sheet E.2 for Details

STOP

STOP

MILE

150+00 to 205+00

PLAN AND PLANLEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Speed Limit 55, Night 45

Type B, Broken Yellow

Pavement Markings, Turnout (Leave in Place)

Approaching Teton Point

Type B, Broken Yellow

Pavement Markings, (Leave in place)

Night 45

Speed Limit 55, N

N

D.7

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fg .d

S to

C h e c k e d b y

D e s ig n e d b y

5 1

0 1

PRELIM

IN

ARY

Not For

Con str uc

205+00 to 260+00

PLAN AND PLANLEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N N

Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, D.8

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fh .d

S to

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

3+

Snake River Overlook See Sheet E.3 for Details

STOP

MPH

MPH

35STOP

STOP

MILE

See Sheet D.20 for intersection details

260+00 to 320+00

PLAN AND PLANLEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

N

Type B, Broken Yellow

Pavement Markings, (Leave in Place)

Speed Limit 55, Night 45

Approaching junction (Leave in Place)

Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Lost Creek Guest Ranch

(Leave in Place)

Snake River Overlook

Type B, Solid Yellow

Pavement Markings, D.9

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fi .d

S to

C h e c k e d b y

D e s ig n e d b y

5 3

G P S

PRELIM

IN

ARY

Not For

Con str uc

Snake River Overlook

See Sheet E.3 for Details

STOP

MILE

MILE

STOP

R o a d

D e a d m a n s B a r

FOOTNOTE:

intersection details

See Sheet K.11 for

NEXT

5 MILES

NEXT

5 MILES

320+00 to 375+00

PLAN AND PLANLEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

N

Road (Leave in Place)

Slow Down Wildlife On

Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Snake River Access

Deadmans Bar Road

(Leave in Place)

Approaching Overlook

Soil erosion control, sediment wattle

Install Snowpole Holder, 8 typ.

See Sheet C.2 for details

Snow storage area.

Type B, Solid Yellow

Pavement Markings, 321+70, RT

SNOW STORAGE

BEGIN

325+50, RT

SNOW STORAGE

END

For Snowpole Holder Details see Sheet J.9.

See Sheets D.X-X for Deadmans Bar Road plan and profile.

Remove and Install Guardrail

Remove and Install Guardrail

Replace Guardrail

Remove and

D.10

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fj .d

S to

C h e c k e d b y

D e s ig n e d b y

N

0 3

CP

25151

CP

25152

CP

25153

GPS

25609

PRELIM

IN

ARY

Not For

Con str uc

MILE

LEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

375+00 to 435+00

PLAN AND PLAN

N

N

Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Install Guardrail

Remove and

Install Guardrail

Remove and

Remove and Install Guardrail

Install Guardrail

Remove and

Install Guardrail

Remove and

Install Guardrail

Remove and

Install Guardrail

Remove and

Install Guardrail

Remove and

D.11

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fk .d

S to

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

MILE

STOP

1+

STOP

MILE

STOP

STOP

STOPSTOP

LEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

435+00 to 490+00

PLAN AND PLAN

N

N

Type B, Solid Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Existing trail crossing

Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Approaching Triangle X

(Leave in Place)

Night 45

Speed Limit 55, (Leave in Place)

Dude Ranch

Triangle X

Install Guardrail

Remove and

D.12

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fl .d

S to

C h e c k e d b y

D e s ig n e d b y

5 4

5 4

PRELIM

IN

ARY

Not For

Con str uc

STOP STOP

STOP5

Existing surface course

Existing base course surface New asphalt

CONNECTION DETAIL

(NO SCALE)

Mill pavement

END PROJECT

STOPSTOP

STOP

MILE

Cunningham Cabin Turnout See Sheet E.4 for Details

Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, See Sheet D.20 for intersection details

(Leave in Place)

Approaching Historic Site

LEGEND

Remove and stockpile sign or marker

Install new sign or marker

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

490+00 to 550+00

PLAN AND PLAN

N

N Saw cut2

.5

.5

100'

Tack Coat

Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Speed Limit 55, Night 45

(Leave in Place)

Triangle X

Approaching

(Leave in Place)

Speed Limit 55, Night 45

Type B, Broken Yellow

Pavement Markings, Type B, Broken Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, (Leave in Place)

Historic Site

Approaching

D.13

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te fm .d

S to

C h e c k e d b y

D e s ig n e d b y

551+35.00

WY PRA GRTE 10(12)

OUTSIDE HIGHWAY

VEHICLES

NO LARGE

solid w hite, tu rn arro wPavement markings , type B solid w hite, st op line, typ. Pavement markings , type B

PRELIM

IN

ARY

Not For

Con str uc