OR_BAKER_520(1)_Prelim_Plans.pdf

P A

C F

I C

I O

E C

A N

COLUMBIA R

IV

ER

S N

A K E

R

IV

E R

Lake

Malheur Lake

Harney

Lake

Summer

D

ES

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

O

CALIFORNIA

OREGON KEY MAP

CRATER

LAKE N.P.

MALHEUR

NATIONAL

WILDLIFE

REFUGE

HART MT.

NATIONAL

ANTELOPE

RANGE

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

20 20

NEVADA

N

SCALE IN MILES

5 0 5 10

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, INDEX TO SHEETS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

OR BAKER 520(1)

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M Phillips Reservoir

CITY

BAKER

Creek Butte

Rock

BEGIN PROJECT

END PROJECT

27+41.18

NATIONAL FOREST

WHITMAN

WALLOWA

T. LONERGAN

INTERSTATE

INTERSTATE

84 30

SUMPTER

Unity Reservoir

361+42.30

LENGTH 6.326 MILES

HIGHWAY RECONSTRUCTION

GRANITE HILL

e (max)

V

ADT (2034)

ADT (2014)

0.080

55 MPH

<400

<400

OREGON

BAKER COUNTY

WALLOWA WHITMAN NATIONAL FOREST

FOREST

NATIONAL

WHITMAN

WALLOWA

Springs Hwy

Medical

Stage Hwy

Sumpter

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction and striping.

subgrade reinforcement, paving, reinforced shoiulder stabilization, cold in-place recycled asphalt base, Asphalt milling, roadway reconditioning, M. PERMANENT TRAFFIC CONTROL PLAN

L. TEMPORARY TRAFFIC CONTROL PLAN

G. MATERIAL SOURCE

F. EROSION CONTOL

E. APPROACH ROADS

D. PLAN AND PLAN

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

A.1

STATE PROJECT

NUMBER

SHEET

OR

BAKER 520(1)

M u g u s t

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d o r a a a .d g n

S la n in a

K

M il le r

C h e c k e d b y

D e s ig n e d b y

PERMANENT TRAFFIC CONTROL PLANS

LINEAR PAVEMENT MARKINGS

TABULATION OF PERMANENT TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL SIGN VICINITY MAP

STANDARD DRAWINGS

TABULATIONS OF TEMPORARY TRAFFIC CONTROL

MATERIAL SOURCE VICINITY MAP

STANDARD EROSION CONTROL DETAILS

TABULATION OF EROSION CONTROL QUANTITES

ROAD APPROACH DETAILS

ROAD APPROACH TYPICAL SECTION

TABULATION OF ROAD APPROACH QUANTITIES

SURVEY CONTROL

PLAN AND PLAN - 27+41.18 TO 361+42.30

TYPICAL SECTION - SUBGRADE REINFORCEMENT

TYPICAL SECTION - SUBEXCAVATION

AND GEOGRID DETAILS

REINFORCED SHOULDER STABILIZATION FACING

STABILIZATION

TYPICAL SECTION - REINFORCED SHOULDER

TYPICAL SECTION - 133+01.18 TO 361+42.30

TYPICAL SECTION - 27+41.18 TO 133+01.18

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

M.3-8

M.2

M.1

L.6

L.2-5

L.1

G.1

F.2

F.1

E.3-12

E.2

E.1

D.7

D.1-6

C.9

C.7-8

C.6

C.4-5

C.3

C.2

C.1

B.1-2

A.3

A.2

A.1

PRELIM

IN

ARY

Not for

C on str uc tio

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring d

R

7-

F N d

R k r oF y llu

Cc M

SCALE IN MILES

0 11 2

N k e er C kc u

B el tt iL

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

d

R yr at e me

C r et p m u

S

10 m iles

To G ranite

Pow d er

R iver

7-

F N

5-

F N

Sumpter Valley

M cE w en V a lley

1-

F N

Loop

Iron Horse

DREDGE STATE PARK

SUMPTER VALLEY

RAILROAD

SUMPTER VALLEY

Silver Creek

County Pit

Baker

26 miles

To Baker City

Powder River

VICINITY MAP

NATIONAL FOREST

WILLOWA WHITMAN

A.3

STATE PROJECT

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a a c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WILLOWA WHITMAN

WILLOWA

WHITMAN

N A

T I O

N A

L

B O

U N

D A

R Y

FORESTPRELIM

IN

ARY

Not for

C on str uc

NO SCALE

FOOTNOTE:

Traveled wayTraveled way

Slope Slope

27+41.18 to 133+01.18

12' 12'

ShdrShdr

2' 2'

LC

CONNECTION DETAIL

Existing surface

Saw cut elevation and cross slope

Match existing pavement pavement surface

Existing

Tack existing surface

Limits of Construction

TYPICAL SECTION

MILLING

GRANITE HILL HIGHWAY

Existing ground

Traveled wayTraveled way

Slope Slope

27+41.18 to 133+01.18

12' 12'

ShdrShdr

2' 2'

LC

SAFETY EDGE DETAIL

Detail, this sheet

See Safety EdgeDetail, this sheet

See Safety Edge

Limits of Construction

TYPICAL SECTION

ASPHALT

GRANITE HILL HIGHWAY

27+41.18 TO 133+01.18

TYPICAL SECTION

[1] [1]

[2]

[1] [1]

27+41.18

Existing base course

133+01.18

.1

" 2

.1

New surface course

DETAIL

PAVEMENT TRANSITION

Existing ground

Tack coat

Tack coat between lifts

1:2 (typ.)

Profile grade

Profile grade

3" depth

Asphalt pavement milling, [3]

Aggregate surface reconditioning place in two equal compacted lifts

3" compacted depth, size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, method 2

Roadway aggregate, Aggregate surface reconditioning

Aggregate surface reconditioning

4" aggregate base (typ.)

" asphalt (typ.), 2

Existing pavement structure, C.2

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y milling Asphalt pavement

Mill Cold In-Place Recycled Asphalt Base Course.[4]

Remove apshalt pavement millings according to SCR section 413.[3]

Sawcut vertical according to SCR Subsection 203.04(b).[2]

Match existing superelevation or crown.[1] [4]

50' see sheet C.3 for details New asphalt surface, see sheet C.3 for details asphalt base, Cold in-place recycled

Tack coat between existing and overlay

DETAIL A

size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, Aggregate surface reconditioning

Tack coat between lifts

See Detail A

See Detail A

PRELIM

IN

ARY

Not for

C on str uc

Traveled wayTraveled way

Slope Slope

133+01.18 to 361+42.30

12' 12'

ShdrShdr

Existing ground

Turnout Turnout

147+55.00 to 148+05.00 12' to 0'

146+55.00 to 147+05.00 0' to 12'

147+55.00 to 148+05.00 12' to 0'

146+65.00 to 147+15.00 0' to 12'

LC

Existing ground

Limits of Construction

Turnout Turnout

147+15.00 to 147+55.00

12' 12'

2' 2'

147+05.00 to 147+55.00

SAFETY EDGE DETAIL

Detail, this sheet

See Safety Edge

Detail, this sheet

See Safety Edge

Detail, this sheet

See Safety Edge

133+01.18 TO 361+42.30

TYPICAL SECTION

FOOTNOTE:

Existing surface course

Existing base course

Saw cut

Mill pavement surface New asphalt

CONNECTION DETAIL

361+42.30

.3

" 2

Cold In-Place

[1]

[2]

[1]

Edge Detail, this sheet

See Safety

Edge Detail, this sheet

See Safety

Edge Detail, this sheet

See Safety

Existing ground type B, 3" compacted depth

Cold in-place recycled asphalt base course, Tack coat type B, 3" compacted depth

Cold in-place recycled asphalt base course, 1:2 (typ.)

Profile grade

Sawcut vertical according to SCR Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

VariedVaried

2" compacted depth size aggregate, 0.3 to <3 million esal (type IV), 1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, method 2

Roadway aggregate, Existing 4" aggregate base (typ.)

C.3

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c d .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

50'

3" asphalt (typ.)

Existing pavement structure, DETAIL B size aggregate, 0.3 to <3 million esal (type IV)

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, Existing aggregate type B, 3" compacted depth asphalt base course, Cold in-place recycled

Cold in-place and Tack coat

Fog seal between and Asphalt concrete pavement

Tack coat between Fog seal

See Detail BSee Detail B

See Detail B

See Detail B

See Detail B

See Detail B and Asphalt concrete pavement

Tack coat between Fog seal Cold in-place and Tack coat

Fog seal between

TYPICAL SECTION

GRANITE HILL HIGHWAY PRELIM

IN

ARY

Not for

C on str uc

2:1

LC

Conserved backfill

4"

4"

Geogrid, Stabilization

12" Bottom course

C to C spacing (max.)

Support struts 24"

5' lap (min.)

Existing slope

Hardware cloth

7.7'

8.7'

6" compacted depth

Roadway Aggregate, Method 2, Welded wire form

4 x 4 - W4.0 x W4.0 form course

18" Welded wire

[1]

[2]

Saw cut

[3]

[3]

P a y L im it s

S ta b il iz a ti o n

R e in fo r c e d S h o u ld e

STABILIZATION

REINFORCED SHOULDER

TYPICAL SECTION

TYPICAL SECTION - REINFORCED SHOULDER STABILIZATION

1.0'8.5' 4.5'

9.85'

[4]

Select granular backfill extend lap to back of excavation

Geogrid stabilization, Existing aggregate

Existing asphalt

C.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

3" compacted depth

Recycled aggregate base, 2:1

LC

Existing slope

[2]

1.0'8.5' 4.5'

Existing aggregate

Existing asphalt

TYPICAL SECTION - MILLING

Existing aggregate base

Slope [1]

344+50.00 to 346+00.00 LT

326+50.00 to 327+50.00 LT

317+50.00 to 318+00.00 LT

304+40.00 to 305+10.00 LT

281+78.00 to 283+60.00 LT

237+80.00 to 238+50.00 LT

235+75.00 to 236+20.00 LT

233+00.00 to 234+40.00 LT

190+50.00 to 192+10.00 LT

344+50.00 to 346+00.00 LT

326+50.00 to 327+50.00 LT

317+50.00 to 318+00.00 LT

304+40.00 to 305+10.00 LT

281+78.00 to 283+60.00 LT

237+80.00 to 238+50.00 LT

235+75.00 to 236+20.00 LT

233+00.00 to 234+40.00 LT

190+50.00 to 192+10.00 LT

(conserved), 3-inch depth

Asphalt pavement milling

See sheet C.6 for details.[4] granular backfill.

Cover reinforcement geogrid with 4-inch depth select [3]

Sawcut vertical according to SCR Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

TransitionTransition

346+00.00 to 346+04.00 LT

344+46.00 to 344+50.00 LT

327+50.00 to 327+54.00 LT

326+46.00 to 326+50.00 LT

318+00.00 to 318+04.00 LT

317+46.00 to 317+50.00 LT

305+10.00 to 305+14.00 LT

304+36.00 to 304+40.00 LT

283+60.00 to 283+64.00 LT

281+74.00 to 281+78.00 LT

238+50.00 to 238+54.00 LT

237+76.00 to 237+80.00 LT

236+20.00 to 236+24.00 LT

235+71.00 to 235+75.00 LT

234+40.00 to 234+44.00 LT

232+96.00 to 233+00.00 LT

192+10.00 to 192+14.00 LT

190+46.00 to 190+50.00 LT

Ramp Ramp

Limits

Stabilization

Shoulder

Reinforced

TRANSITION RAMP DETAIL

PROFILE

Existing ground

[2]

Saw cut

Saw cut

[2]

Saw cut

Excavation limits Conserve material

Conserve material

PRELIM

IN

ARY

Not for

C on str uc

WELDED WIRE FORM

spaced 24" C. to C. (max.)

No. 4 wire support struts

Longitudinal wires

Butt geogrid, no overlap

Reinforcement length

Transverse wires Top of form

96"

30"

4 x 4 - W4.0 x W4.0 direction

Machine (roll)

4' min.

NO SCALE

Geogrid, Stabilization

P a r a ll e l to s lo p e f a c e

Geogrid, Stabilization

Geogrid, Stabilization reinforcement length (L)

Form return (see detail this sheet)

Welded wire form

[1]

[2][5]

[6]

[3][7]

[4] to form return

Connect form facing

[3]

[8]

[9] welded wire forms

Connect adjacent

Bottom course

[10]

GEOGRID DETAILS

STABILIZATION FACING AND

REINFORCED SHOULDER

REINFORCEMENT LAYOUT

REINFORCED SHOULDER STABILIZATION

FORM RETURN DETAIL

FORM COURSE AND

REINFORCED SHOULDER STABILIZATION

Typical Section detail on Sheet C.4.

Hardware cloth not shown. Install hardware cloth according to[10] on Sheet C.4.

Geogrid lap is not shown. Lap according to Typical Section [9]

Except as allowed under 261.05A.[8] bend longitudinal wire 90 degrees.

Connect welded wire form facing to form return. Alternative, [7] of 720.01(k).

Provide welded wired forms that meet the requirements [6]

Provide support struts that meet the requirements of 720.01(l).[5]

See Sheet C.4 for dimensions.[4] permanent fasteners that meet the requirements of 720.01(m).

or the manufacturers recommended method). Provide with permanent fasteners (hog rings, wire ties, spiral binders, Connect adjacent welded wire reinforcement facing elements [3] support strut length.

The contractor is responsible for determining the appropriate[2] requirements.

Field cut transverse wires to meet welded wire form layout [1]

C.6

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c e .d

R

K r ig

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

TYPICAL SECTION - SUBEXCAVATION

ShdrTraveled way

Slope

Select borrow

333+00.00 to 335+00.00 RT

277+00.00 to 280+00.00 RT

239+60.00 to 240+50.00 RT

226+50.00 to 227+50.00 RT

Geotextile filter, Class 2, Type D

FOOTNOTE:

Existing ground

SUBEXCAVATION

TYPICAL SECTION

[3]

[1]

Line entire excavation with geotextile filter, Class 2, Type D.[3]

Sawcut vertical according to SCR Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.7

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

2:

LC

6" compacted depth

Roadway Aggregate, Method 2, Existing aggregate

Existing asphalt

3" compacted depth

Recycled aggregate base, LC

3'

7'

2'

2'5'

1'

6'

1'

6'

ShdrTraveled way

Slope [2]

Existing ground

Saw cut[1]

2:

LC

Existing aggregate

Existing asphalt

2'5'

1'

6'

TYPICAL SECTION - MILLING

Existing aggregate base

(conserved), 3-inch depth

Asphalt pavement milling

333+00.00 to 335+00.00 RT

277+00.00 to 280+00.00 RT

239+60.00 to 240+50.00 RT

226+50.00 to 227+50.00 RT

TransitionTransition

Ramp Ramp

TRANSITION RAMP DETAIL

PROFILE

Existing ground

[2]

Saw cut

[2]

Saw cut

Excavation limits

335+00.00 to 335+04.00 RT

323+96.00 to 333+00.00 RT

280+00.00 to 280+04.00 RT

276+96.00 to 277+00.00 RT

240+50.00 to 240+54.00 RT

239+56.00 to 239+60.00 RT

227+50.00 to 227+54.00 RT

225+96.00 to 226+50.00 RT

Limits

Subexcavation

Conserve material

Conserve material

PRELIM

IN

ARY

Not for

C on str uc

Slope

Shdr Traveled way

TYPICAL SECTION - SUBGRADE REINFORCEMENT

NO SCALE

Stabilization geogrid

[1]

[2]

Existing ground

Saw cut

SUBGRADE REINFORCEMENT

TYPICAL SECTION

241+00.00 to 241+35.00 LT

194+00.00 to 196+50.00 LT

187+80.00 to 189+80.00 LT

173+50.00 to 178+00.00 LT

138+00.00 to 143+00.00 LT

Sawcut vertical according to SCR Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.9

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

2:1

LC

6" compacted depth

Roadway Aggregate, Method 2, 3" compacted depth

Recycled aggregate base, 12'2'

14'

Shdr Traveled way

Existing ground

2:1

LC

12'2'

TYPICAL SECTION - MILLING

Existing aggregate base

(conserved), 3-inch depth

Asphalt pavement milling

241+00.00 to 241+35.00 LT

194+00.00 to 196+50.00 LT

187+80.00 to 189+80.00 LT

173+50.00 to 178+00.00 LT

138+00.00 to 143+00.00 LT

PRELIM

IN

ARY

Not for

C on str uc

446044604460

B C

P T

.4

P C

.6

P T

.4

P C

.1

P T

.2

P C

.4

P T

.3

B O

U N

D A R

Y

M

A R

K E R

B O

U N

D A R

Y

M

A R

K E R

BEGIN CONSTRUCTION

GPS

CP

CP

CP

14104 14102

14101

Line to be constructed

27+41.18

OR BAKER 520(1)

D

R= 2,000.00'

T= 53.88'

L= 107.74'

141033

.2

.6

.9

.4 edge of traveled way

Proposed

27+41.18 TO 75+00

PLAN AND PLAN

100 200050100

Scale in feet

N

N

CP

14105

CP

14106

L= 789.06'

T= 396.82'

R= 3,000.00'

D

Line to be constructed

.2

58+ 16.93

Proposed edge of traveled way

CP

14107

CP

14108

R= 1,380.00'

T= 362.45'

L= 708.88'

D

.8

OHW limits

OHW limits

El= Match Existing

E= 8796764.24

N= 403225.88

LEGEND:

Subexcavation

Deep Patch

Subgrade reinforcement

D.1

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fa .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

3" compacted depth maximum size aggregate, 0.3 to <3 million esal (type IV), -inch nominal4 3-inch or 2

1gyratory mix, Begin asphalt concrete pavement, Begin asphalt pavement milling, 3" depth, 27+41.18

PRELIM

IN

ARY

Not for

C on str uc

4530 4530

P C

.6

P C

C

.4

4 9

P T

.2

P

C

.1

P T

.1

P C

.1

P C

.1

P T

.5

5 1

0 1

5 1

0 1

N

L= 1,406.37'

T= 759.67'

R= 1,500.00'

D

CP

14109

GPS

14110

CP

14111

CP

14112

75+00 TO 135+00

PLAN AND PLAN

N

L= 1,006.38'

R= 2,160.00'

D

T= 512.50'

CP

14113

CP

14114

CP

14115 CP

14116

CP

14117

100 200050100

Scale in feet

D.2

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fb .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

.7

100+ 41.22

102+56.14

Proposed edge of traveled way

Line to be constructed

.0

Proposed edge of traveled way

See sheet C.2 for details

Begin pavement transition

132+51.18

OHW limits

Wetland boundary

OHW limits be installed by others

Culvert and riprap to

78+83 be installed by others

Culvert and riprap to

117+06

2" compacted depth maximum size aggregate, 0.3 to <3 million esal (type IV), gyratory mix, 1#2-inch or 3#4-inch nominal

Begin asphalt concrete pavement, Begin cold in-place recycled asphalt base course, 3" compacted depth

Begin pavement transition, 3" compacted depth maximum size aggregate, 0.3 to <3 million esal (type IV), gyratory mix, 1#2-inch or 3#4-inch nominal

End asphalt concrete pavement, End asphalt pavement milling, 3" depth

133+01.18

PRELIM

IN

ARY

Not for

C on str uc

P C

.9

P T

.6

P C

.0

P T

.5

P C

.2

P T

.6

P C

.2

P T

.4

P C

.8

P C

.8

P T

.2

P C

.3

P T

.1

P C

.4

P T

.2

P C

.6

P T

.8

P C

.0

P T

.9

P C

.1

P T

.1

N

N

CP

14118 CP

14119

CP

14120

D

R= 775.00'

T= 445.55'

L= 808.73'

D

R= 530.00'

T= 133.46'

L= 261.49'

D

R= 420.00'

T= 75.48'

L= 149.37'

D

R= 500.00'

T= 142.25'

L= 277.18'

D

R= 4,400.00'

T= 235.91'

L= 471.38'

D

R= 415.00'

T= 114.72'

L= 223.85'

R= 900.00'

T= 71.04'

L= 141.79'

D

R= 540.00'

T= 112.17'

L= 221.20'

D

R= 1,370.00'

T= 126.82'

L= 252.92'

D

R= 650.00'

T= 160.68'

L= 315.04'

D

100 200050100

Scale in feet

D.3

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fc .d

S la n

.M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

Maintain location of existing turnout

146+55 to 148+05 RT

9+ .0

3+

.5

.6

.4

Maintain location of existing turnout

146+65 to 148+05 LT

135+00 TO 195+00

PLAN AND PLAN

138+00 to 143+00 LT See sheet C.9 for details

Reinforcement, Install Subgrade culvert, do not disturb

Existing concrete box

140+76.51

See she et C.9 f or deta ils

Install Subgra de Rein forcement,173+50 to 1

78+00 LT

See sheet C.9 for details

Install Subgrade Reinforcement, 187+80 to 189+80 LT

See sheet C.9 for details

Install Subgrade Reinforcement, 194+00 to 196+50 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforced

190+50 to 192+10 LTPRELIM

IN

ARY

Not for

C on str uc u e W e s t

5P C

.2

PT 205+85.72

PC 208+92.75

P T

.6

P C

.4

P T

.1

P C

.3

PT 227+54.49

PC 230+84.69

Due West

P T

.4

P C

.6

P T

.6

P C

.3

P T

.5

P C

.8

P T

.6

P C

.0

P T

.6

P C

.1

P T

.6

P C

.6

N

N

D

R= 340.00'

T= 155.65'

L= 291.93'

R= 245.00'

T= 1,337.65'

L= 858.45'

D

D

R= 645.00'

T= 196.08'

L= 380.71'

D

R= 440.00'

T= 215.75'

L= 401.18'

D

R= 249.11'

T= 82.35'

L= 159.06'

D

R= 1,432.39'

T= 146.76'

L= 292.50'

D

R= 1,909.86'

T= 185.86'

L= 370.56'

D

R= 248.36'

T= 13,025.41'

L= 770.76'

D

R= 650.00'

T= 98.29'

L= 195.11'

D

R= 755.00'

T= 83.30'

L= 165.93'

100 200050100

Scale in feet

D.4

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fd .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

.4

.6

195+00 TO 265+00

PLAN AND PLAN

contractor staging

Turnout for

S ee s h ee t C .9 f or d et ai ls

In st al l S u b g ra d e

R ei n fo rc em en t, t o L

T

See sheet C.7 for details

Install Subexcavation, 226+00 to 227+50 RT

See sheet C.9 for details

Reinforcement, Install Subgrade

241+00 to 241+35 LT

See sheet C.5 for details

Install Subexcavation, 239+60 to 240+50 RT boundary

Wetland

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

233+00 to 234+40 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

235+75 to 236+20 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

237+80 to 238+50 LT

PRELIM

IN

ARY

Not for

C on str uc

PT 262+88.62

PC 265+11.65

P T

.7

P C

.5

PT 269+09.19

PC 271+05.01 P

T

.3

P C

.1

PT 280+43.48

PC 281+10.78

P T

.4

P C

.8

PT 286+46.38

PC 287+07.74

PT 2

.4

PC

.8

P T

.3

P C

.7

PT 290+12.67

PC 293+02.15

P T

.0

P C

.3

P T

.9

P C

.6

P T

.9

P C

.5

PT 311+22.71

PC 316+36.36

N

N

D

R= 249.11'

T= 82.35'

L= 159.06'

D

R= 260.44'

T= 103.86'

L= 197.66'

D

R= 204.63'

T= 182.75'

L= 298.34'

D

R= 204.63'

T= 144.26'

L= 251.31'

D

R= 286.48'

T= 141.38'

L= 262.67'

Curve= C30

D

R= 204.63'

T= 112.38'

L= 205.54'

Curve= C31

R= 238.73'

T= 177.24'

L= 304.93'

D

R= 204.63'

T= 221.82'

L= 337.92'

D

D

R= 286.48'

T= 114.34'

L= 217.58'

D

R= 954.93'

T= 97.98'

L= 195.28'

D

R= 286.48'

T= 418.65'

L= 556.17'

100 200050100

Scale in feet

D.5

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fe .d

S la n

M il ll e

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

272+94.96

0+

.4

265+00 TO 315+00

PLAN AND PLAN

See sheet C.7 for details

Install Subexcavation, 277+00 to 280+00 RT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

281+78 to 283+60 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

304+40 to 305+10 LT

PRELIM

IN

ARY

Not for

C on str uc

PC 316+

36.36

P T

.4

P C

.2

P T

.7

P C

.2

PT 330+19.33

PC 333+28.44

P T

.2

P C

.1

PT 347+

66.01

PC 349+

32.24 3

PC 349+32.24

P T .9

P C .0

P T

.5

P O

T

.3

N

N

END PROJECT

D

R= 409.26'

T= 266.96'

L= 473.10' D

R= 318.31'

T= 103.17'

L= 199.54'

D

R= 220.37'

T= 287.54'

L= 404.11'

D

R= 260.44'

T= 272.46'

L= 420.84'

D

R= 636.62'

T= 228.57'

L= 438.89'

361+42.30

OR BAKER 520(1)

100 200050100

Scale in feet

Curve= C48

D

R= 368.00'

T= 205.91'

L= 375.46'Curve= C47

D

R= 259.49'

T= 559.21'

L= 589.73'

315+00 TO 361+42.30

PLAN AND PLAN

EL= Match Existing

E= 8777124.38

N= 404431.42

D.6

STATE PROJECT

NUMBER

SHEET

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a ff .d g

OR BAKER 520(1)

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

.6

See sheet C.7 for details

Install Subexcavation, 333+00 to 335+00 RT

Wetland boundary

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

317+50 to 318+00 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

326+50 to 327+50 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcem ent

344+ 50 to 346+

00 LT

2" compacted depth maximum size aggregate, 0.3 to <3 million esal (type IV), gyratory mix, 1#2-inch or 3#4-inch nominal

End asphalt concrete pavement, End cold in-place recycled asphalt base, 3" compacted depth

361+42.30

PRELIM

IN

ARY

Not for

C on str uc

TYPICAL SECTION

ROAD APPROACH

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

E d g e o f s h o u ld e r

Existing ground

2'

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

E d g e o f s h o u ld e r

Existing ground

2'

Existing aggregate base

FOOTNOTE:

PAVED

ROAD APPROACH

Existing aggregate base

(typ.)

(typ.)

[2]Length

GRAVEL

ROAD APPROACH

340+22.63 LT

300+14.42 LT

272+94.96 LT

244+65.69 RT

175+51.46 RT

163+44.64 LT

3" compacted depth

Cold-in-place recycled asphalt, 5" compacted depth

Roadway aggregate, method 2, [2]Length

See Sheet E.1 for length dimensions.[2]

Match existing slope.[1]

[1] [1]

3" compacted depth

Asphalt concrete pavement, 6" compacted depth

Roadway aggregate, method 2, 2" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, 3" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r

2'

Existing aggregate base

(typ.)

3" compacted depth

Cold-in-place recycled asphalt, [2]Length

2" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, Existing ground

[1]

3" compacted depth

Asphalt concrete pavement, 6" compacted depth

Roadway aggregate, method 2, PAVED

ROAD APPROACH

195+37.40 RT

143+63.56 RT

139+99.07 RT

119+08.08 RT

102+56.14 LT

100+41.22 RT

95+38.79 RT

67+50.88 RT

58+16.93 RT

46+23.28 RT

39+77.48 LT

36+47.92 RT

33+88.69 LT

30+05.28 RT

E.2

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q b a a .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

N N

'-0

R

R

'-0

"R16'-0"R

Edge of traveled way Edge of traveled way

Line of construction Line of construction

P1001

P1002 P1003

P1004

30+05.28 RT 33+88.69 LT

Scale in feet

12.5 256.2512.5

P1010 P1013

P1011 P1012

30+05.28 RT & 33+88.69 LT

ROAD APPROACH DETAILS

Existing culvert, do not disturb

12'-0"

16'-0"

E.3

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

N N

R

'-0

R

Line of construction

Edge of travel way

Edge of travelway

Scale in feet

12.5 256.2512.5

36+47.92 RT & 39+77.48 LT

ROAD APPROACH DETAILS

P1020

P1021 P1022

P1023

P1030

P1031 P1032

P1033

39+77.48 LT

36+47.92 RT

Line of construction

'-0

R 1

R

E.4

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q d .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

16'-0"

16'-0"

PRELIM

IN

ARY

Not for

C on str uc

N

R

'-0

R

Edge of travelway

Line of construction

Scale in feet

12.5 256.2512.5

46+23.28 RT

P1050

P1051 P1052

P1053

E.5

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q e .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

N

R 1 '-0

R

Line of construction

Edge of travelway

58+16.93 RT

P1060

P1061 P1062

P1063

20'-0"

46+23.28 RT & 58+16.93 RT

ROAD APPROACH DETAILS

16'-0"

PRELIM

IN

ARY

Not for

C on str uc

Edge of travel way

Scale in feet

12.5 256.2512.5

P1076

P1077

P1078

P1079

Line of construction

67+50.88 RT

'-0

R

67+50.88 RT & 95+38.79 RT

ROAD APPROACH DETAILS

E.6

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q f.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

N

0"

R

R

Line of construction

Edge of travelway

95+38.79 RT

P2001

P2002 P2003

P2004

'-0

20'-0"

R

5 9

PRELIM

IN

ARY

Not for

C on str uc

Line of construction

Edge of travelway

Scale in feet

12.5 256.2512.5

100+41.22 RT

P2011 P2012

P2013

P2010

R '-0

R

E.7

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q h .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

16'-0"

N

Line of construction

102+56.14 LT

P2020

P2021 P2022

P2023

Edge of travelway

16'-0" R 16

0"

R

16'-0"

100+41.22 RT & 102+56.14 LT

ROAD APPROACH DETAILS

PRELIM

IN

ARY

Not for

C on str uc

Edge of travelway

Scale in feet

12.5 256.2512.5

Existing box culvert

P2050

P2051

P2052

P2053

N

E.8

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q j.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

16'-0"R

P2054

P2055

R

139+99.07 RT

N

Line of construction

Edge of travelway

'-0

R

R

119+08.08 RT

P2030

P2031

P2032

P2033

119+08.08 RT & 139+99.07 RT

ROAD APPROACH DETAILS

16'-0"

9 1

PRELIM

IN

ARY

Not for

C on str uc

Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

143+63.56 RT

163+44.64 LT

143+63.56 RT & 163+44.64 LT

ROAD APPROACH DETAILS

P2060

P2061

P2062

P2063

P2070 P2071

P2073

P2074

N

'-0

P2065P2064

7'- 0"

R

'-0

R

P2072

'-0

"R

R

E.9

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q k .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

Line of construction

Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

175+51.46 RT 195+37.40 RT

175+51.46 RT & 195+37.40 RT

ROAD APPROACH DETAILS

Existing culvert Existing culvert

P2080

P2081

P2083 P2084

P2090

P2091

P2092

P2095

P2094

P2093

'-0

0"

R

'-0

R

P2082

16'-0" R

R

E.10

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q l.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

16'-0" R

Line of construction Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

244+65.69 RT

272+94.96 LT

244+65.69 RT & 272+94.96 LT

ROAD APPROACH DETAILS

P3001

P3002

P3003

P3004

P3005

P3010

P3012

P3013

P3014

Existing culvert

'-0

R

P3011

0"

R

16'-0" R

E.11

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q m .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

16'-0"

PRELIM

IN

ARY

Not for

C on str uc

Line of construction

Edge of travelway Edge of travelway

Line of construction

Scale in feet

12.5 256.2512.5

300+14.42 LT

340+22.63 LT

300+14.42 LT & 340+22.63 LT

ROAD APPROACH DETAILS

P3020

P3021

P3022

P3024 P3030

P3031

P3032

P3033

P3034

P3023

10'-0"

R

'-0

R

'-0

'-0

R

R

E.12

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a q n .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring d

R

7-

F N d

R k r oF y llu

Cc M

N k e er C k c u B el tt i L

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

d

R yr at e me

C r et p m u

S

10 m iles

To G ranite

Pow d er

R iver

7-

F N

5-

F N

Sum pter V alley

M cE w en V a lley

RAILROAD

SUMPTER VALLEY

26 miles

To Baker City

Powder River

NATIONAL FOREST

WILLOWA WHITMAN

Su m pt er S ta ge H wy

Loop

Iron Horse

DREDGE STATE PARK

SUMPTER VALLEY

Silver Creek

County Pit

Baker

MATERIAL SOURCE

See MATERIAL SOURCE

Access Road

A c c e s s R o a d

Material source limits

WILLOWA

WHITMAN

N A

T I O

N A

L

FOREST

B O

U N

D A

R Y

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WHITMANWILLOWA

VICINITY MAP

MATERIAL SOURCE

FOOTNOTE:

Material Source boundry limits.

Refer to Special Contract Requirements (SCR) 105 for [1]

[1] disturb stock pile, do not

Existing aggregate unsuitable material

Location for

G.1

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a m a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

Little B u ck

C re e k

SUMPTER VALLEY RAILROAD

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

5-

F N

1-

F N

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring

McCully Fork Rd.

d

R

7-

F N

F N d

R k r oF y llu

Cc M

SCALE IN MILES

0 11 2

N

To B aker C ity

7-

F N

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

DREDGE STATE PARK

SUMPTER VALLEY

d

R yr at e me

C r et p m u

S

30 m iles

10 m iles

To G ranite

Silver Creek

Loop Iron Horse

ROAD WORK

END

ROAD WORK

NEXT 7 MILES

WORK

ROAD

1000 FT

WORK

ROAD

500 FT

ROAD WORK

END

ROAD WORK

NEXT 7 MILES

WORK

ROAD

1000 FT

WORK

ROAD

500 FT

NOTE:

1.

Sheet L.2-L.5.

signs per Standard details on

Install temporary traffic control

VICINITY MAP

CONTROL SIGN

TEMPORARY TRAFFIC

FOREST

NATIONAL

WHITMAN

WALLOWA

L.6

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a n f.

d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

WILLOWA

WHITMAN

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WILLOWA WHITMAN

d

R k e e r

C r e k c a r

C

PRELIM

IN

ARY

Not for

C on str uc