ID_PFH_26(3) _95__Planset-Preliminary.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Project Location

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

APPROVED:

DATE

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

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T

A N

A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

d'Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

15 91 89

IDAHO

0.060

55 MPH

e (max)

V

ADT (2028)

ADT (2008)

R e d fi s h L a k e

S A W T O O T H N A T I O N A L R E C R E A T I O N A R E A

Airport

Stanley

Nip and Tuck Creek

Lower Stanley Midwater Creek

L it tl e C a s in o C r e e k

B ig C a s in o C re e k

R o u g h C re e k

B lin d C re ek

E lk C re e k

Airport Rough Creek

U p p e r

H a rd e n

L o w e r H a r d e nS h o rt C re e k

B lin d C re e k

Sunbeam

Salmon River N o h o C re e k

K e ll y C re e k

Clev elan d Cr eekB o u n d a ry C re e k

Lakes Casino

G ol d

Cr ee k

Lake Redfish Little

Garland Creek

Lake Rough

S te e p C re e k

C o a l

C re e k

32 miles

Challis

1 0 1 2

Lookout Mtn.

Elk Lake

P e a c h C r e e k

Y a n k e e F o rk

Thompson Creek

S a lm o n R iv e r

Salmon River m ile s K e tc h u m

SCALE IN MILES

IDAHO

CUSTER COUNTY

SAWTOOTH NRA, SAWTOOTH NATIONAL FOREST

see Sheet A.2

Index To Sheets

Bar Robinson

130 miles

Boise

MP 206.7

126+75

BEGIN PROJECT

END PROJECT

Western Federal Lands Highway Division

Acting Director, Project Delivery, MP 207.9

191+00

LENGTH 1.216 MILES

ID PFH 26(3)

(PEBBLE BEACH SECTION)

KETCHUM-CHALLIS HIGHWAY

N

M. ODOM

T

N

R 13 E R 14 E R 15 E R 16 E

T

N

T

N

T N

R 15 ER 14 ER 13 E

T N

T

N

A.1

STATE PROJECT

NUMBER

SHEET

ID

PFH 26(3)

if a a .d g n

U

S S u r ft

D

C h e c k e d b y

C o n r a d e s ig n e d b y and pavement

Grading, drainage, guardrail

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

Standard Specifications for Construction

Waste Area

Holman Creek

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

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 if a b .d g n

C o n r

C h e c k e d b y

D e s ig n e d b y

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

R 12 E R 13 E R 15 E R 16 E R 17 E

T 11 N

T 10 N

T 9 N

T 8 N

T 10 N

T 9 N

T 8 N

R 12 E R 13 E R 14 E R 15 E R 16 E R 17 E

Pro spe ct Crk

Garla nd Cr k

S w im m C r k

Martin Crk

P e a c h C r k

B lin d C rk

R o u g h C r k

Rough Lk

Lakes

GarlandLks

Casino

S te e p C r k

B ig C a s in o C r k

L it tl e C a s in o C rk

Fou rth of J uly Crk

Kelly Crk

C o a l

C r k

B a s in C r k

Ke lly

Crk

W arm Crk

Yellow Belly Lk

Hell R oaring

Crk

Stanley

Sunbeam

VICINITY MAP

Lakes

Champion

Lake

Sawtooth

Lake

Stanley

Lake

Redfish

Lake

Redfish

Little

Stanley

Lower

29 miles

Challis m ile s

K e tc h u m

122 miles

Boise

Robinson Bar

Beach Pebble

114°32'6.30"W

44°15'11.28"N

114°47'30.09"W

44°15'49.10"N

Water source

Upper Harden Creek

114°31'47.44"W

44°14'59.83"N

Water Source

Holman Creek

N

T 11 N

SAWTOOTH NATIONAL RECREATION AREA

KETCHUM - CHALLIS HIGHWAY

BEGIN PROJECT

Ir on C rk

M e a d o w C r k

C ro o k e d C rk

Goa t C rk

E lk C rk kr C s g ni r p S m r a W

H o lm a n C rk

Champion Crk

Fis hh oo k C rk

Holman Creek

MP 214.5

Waste Area

0 3 63

SCALE IN MILES

1.5

114°40'01.71402" W

44°15,12.91576" N

MP 206.7

126+75

KETCHUM - CHALLIS HIGHWAY

END PROJECT

114°38'39.29034" W

44°15'08.85827" N

MP 207.9

191+00

A.4

STATE PROJECT

NUMBER

SHEET

ID PFH 26(3)

A

J u n e

U

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

C o n r

C h e c k e d b y

D e s ig n e d b y

Salmon River

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

NO SCALE

TYPICAL SECTIONS

MAINLINE

FOOTNOTE:

and reduce the front slope rounding distance proportionally.

For cut heights less than "B" reduce "B" to cut height dimension clearing limits if rounding extends beyond right-of-way boundary.

Cut details apply to all typical sections. Limit slope rounding within guardrail detail.

See Sheets D.3-D.6 for guardrail locations, and Section H for plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

GUARDRAIL TYPICAL DETAIL

10"

Tack coat

CURB DETAIL

LC 14'

Asphalt curb, 6" depth

LC

V ariable 3

1:2

C.2

STATE PROJECT

if c b .d g n

U

S S u r ft e c k e d b y

C

C o n r a d

D e s ig n e d b y to cover safety edge

Pull aggregate base

Red top

SAFETY EDGE DETAIL

(between lifts)

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

Point available in survey notes

Aggregate base grading C or D, 8" depth

4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 TO <3 million ESAL (Type III roughness)

-inch nominal4 3-inch or 2

1Asphalt concrete pavement, gyratory mix, Variable

1:3 el b ai r a V

LC

Travel way

11'

Travel way

11'

Shoulder

2'

Shoulder

2'

Asphalt concrete pavement, 2" depth

NOV. 1 THRU APR. 30

126+75 TO 191+00

WINTER SHUTDOWN TYPICAL SECTION

Va ria ble

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0'5'-0"

0.25 D

Existing ground

Shoulder

3'-0"

Traveled way

11'-0"

Guardrail shoulder

2'-0"

10'-0"

D

C le a r in g l im it s

.2

D

Original ground

Slope stake

5'-0"B= 5'-0"

ROUNDING DETAIL

DAYLIGHT SLOPE

2 % 2 %

Variable

1:31:3 el b ai r a V

LC

Aggregate base grading C or D, 8" depth

126+75 TO 191+00

MAINLINE TYPICAL SECTION

Profile grade

Shoulder

2'

Shoulder

2' aggregate base course)

SS-1, SS-1h (outside 3' of

Tack coat grade CSS-1, CSS-1h, Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 TO <3 million ESAL (Type III roughness)

-inch nominal4 3-inch or 2

1Asphalt concrete pavement, gyratory mix, Traveled way

11'

Traveled Way

11'

See Safety Edge Detail sti mil g ni r a el C

ROUNDING DETAIL

CUT SLOPE

elb air aV

10'-0"

B=5'-0" 5'-0"

D

D

Slope stake

Original ground

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

TYPICAL SECTION

TURNOUT

CL

Edge of roadway

Aggregate base grading C or D, 8" depth

(variable)

Turnout width

C.3

STATE PROJECT

if c d .d g n

U

S S u r ft e c k e d b y

C

C o n r a d

D e s ig n e d b y : 4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 TO <3 million ESAL (Type III roughness)

-inch nominal4 3-inch or 2

1Asphalt concrete pavement, gyratory mix, Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

Slope varies 1:3

Varies

159+45 TO 164+60 RT

155+25 TO 156+62 RT

150+55 TO 155+18 RT

140+93 TO 144+32 RT

TURNOUT TYPICAL SECTION

R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

T

.0

P C

.7

5 P

T

.7

CUYD

EXC.

CUYD

EMB.

CUYD

EXC.

CUYD

EMB.

137+50135+00132+50130+00127+50

5855 5855

5860 5860

5865 5865

5870 5870

5875 5875

D.3

STATE PROJECT

J u n e

U

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

.C o n r

C h e c k e d b y

D e s ig n e d b y

BH

N

CP

99014

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SW4

1NE

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SW4

1NE

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 NW4

1SE

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NW

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NW

Line to be constructed

Slope stake limits

Profile grade

Phone 208-879-2283 rick@srec.org

Challis, ID 83226

1140 E. Main Ave.

Contact: MR Rick Leuzinger

Salmon River Electric Cooperative

Phone 208-879-2281 ron@custertel.com

Challis, ID. 83226

1111 S. Main Street, PO Box 324

Contact:: MR Ron Rembelski

Custer Telephone Cooperative

UTILITY CONTACT INFORMATION

Existing ground

T= 307.38'

D

R= 1,493.00'

L= 606.29' e= 0.056 e= Normal Crown

D

R= 20,000.00'

T= 45.99'

L= 91.97'

El=5857.686

E=1466054.920

N=943805.902

126+75

KETCHUM-CHALLIS HIGHWAY

ID PFH 26(3)

BEGIN PROJECT

EXISTING ROADWAY

CONNECTION TO

pavement structure

See Sheet C.2 for

Tack pavementExisting

Saw cut across

T

Tangent terminal

LEGEND:

Section center (projected)

1.

and descriptions.

permanent and construction easement locations

Refer to ID PFH 26(3) Right-of-Way Plans for

NOTE

Slope stake limits

,8

.9

+3.5

5%

+0.1503%

465' VC

K = 136

SSD = 547'

w T y p e I I i n le t tr e a tm e n t

P la c e d ia p ip e c u lv e r t, a n d h e a d w a ll

R e m o v e d ia p ip e c u lv e r t w T y p e I I i n le t tr e a tm e n t

P la c e d ia p ip e c u lv e r t, a n d h e a d w a ll

R e m o v e p ip e c u lv e r t

BH

protect existing fence Retain and

Special rock embankment RT

135+50 to 140+52

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N e= 0.

L= 1, 5.2

8'

T=

0.0 2'

R= 5,7

.00

P C

.6

W A R N I N G

B U R I E D

U T I L I T Y

EM

BM

N

99012

CP

99013

CP

Sawtooth National Forest

Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NW

Sawtooth National Forest

Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NW

Sawtooth National Forest

Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NE

Sawtooth National Forest

Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NE

P la c e d ia p ip e c u lv e r t a n d h e a d w a ll s

R e m o v e d ia p ip e c u lv e r t

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

R= 5,769.00'

D

T= 621.64'

L= 1,238.50' e= 0.024

2,388

T

A e x is ti n g i n p la c e p ip e c u lv e r t e x te n s io n

P la c e p ip e c u lv e r t c o n n e c ti n g t o r a d w a y p r is m

R e m o v e d ia p ip e c u lv e r t b e n e th

See Sheets E.3 for details

Construct turnout.

,8

.9

+0.1503%

+1.3600

K = 248

300' VC

,8

.0

+0.4788%

SSD = 1374'

300' VC

K = 340 existing fence Retain and protect protect existing fence Retain and

CUYD

EXC.

CUYD

EMB.

152+50150+00147+50145+00142+50140+00137+50

5840 5840

5845 5845

5850 5850

5855 5855

5860 5860

5865 5865

5870 5870

5875 5875

5880 5880

D.4

STATE PROJECT

J u n e

U

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

C h e c k e d b y

D e s ig n e d b y

Special rock embankment RT

135+50 to 140+52

-0 .9

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

C

.1

P C

C

.8

BC

99011

CP

GPS

10002

Challis, ID. 83226

P.O. Box 376

Kimble, Gary

Aspen Gulch Subdivision

Lot 2 (Replatted)

RP000240000020

Ketchum, ID. 83340

Star Route

S.N.R.A.

USA

H.E.S. 136

Tract 79-45

RPHO11N15E3200

Clayton, ID. 83227

HC 67 Box 771

Lee, David D.

H.E.S. 136

Tract 91-18

RPHO11N15E2550

Challis, ID. 83226

P.O. Box 376

Kimble, Gary & Kimble, Sandra M

Aspen Gulch Subdivision

RP000240000030, Lot 3 (Replatted)

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1NE

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 264

1 SE4

1SE

Sawtooth National Forest Sawtooth National Recreation Area

Unsurveyed

Section 254

1 SW4

1SW

Meridian, ID. 83642

1300 N 10 Mile Rd.

Harrison, Rexford W

H.E.S. 136

Tract 74-29

RPHO11N15E2800

Pocatello, ID. 83204 3710 Augusta Drive Standley, J Casey

H.E.S. 136 Tract 96-20

RPHO11N15E3210

D

R= 5,769.00'

T= 621.64'

L= 1,238.50' e= 0.024

D

R= 6,707.00'

T= 320.58'

L= 640.67' e= 0.022

T

T

UP

T T

EM

UP T

T

CUYD

EXC.

CUYD

EMB.

167+50165+00162+50160+00157+50155+00152+50

5840 5820

5845 5825

5850 5830

5855 5835

5860 5840

5865 5845

5870 5850

5875 5855

5880 5860

D.5

STATE PROJECT

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 if fe .d o n r

C h e c k e d b y

D e s ig n e d b y

,8

.6

+0.4788%

-4.1628%

1,100' VC

K = 237

SSD = 715'

,8

.8

-4.1628%

-2.7385%

K = 351

500' VC

N

T

S ̂

P la c e d ia p ip e c u lv e r t

R e m o v e d ia p ip e c u lv e r t

L T

P la c e d ia p ip e c u lv e r t

R e m o v e d ia p ip e c u lv e r t

L T

Profile gradeProfile grade

Line to be constructed Slope stake limits

Slope stake limits

Existing ground

Existing ground

Staging Area

Staging Area

See Sheets E.4 for details

Construct turnout.

See Sheets E.5 for details

Construct turnout.

P la c e d ia p ip e c u lv e r t

R e m o v e d ia p ip e c u lv e r t

L T

P la c e d ia p ip e c u lv e r t a n d h e a d w ll

R m o v e d ia p ip e c u lv e r t

244 15 10 11 4

2,766

Removal of fence RT

155+38 to 156+70

Fence rail RT

155+38 to 156+70 existing fence Retain and protect existing fence Retain and protect existing fence Retain and protect

Special rock embankment RT

155+30 to 156+55

Guardrail RT

165+96 to 187+00

A

A

.6

A

-3 .1

-1 .8

(Stone stairs)

Roadside development

Remove mailbox

Reset mailbox

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

P T

.3

P C

.1

P T

.3

N

AC

AC

AC

99010

CP

CP

99009

Challis, ID. 83226

P.O. Box 376

Kimble, Gary & Kimble, Sandra M

Aspen Gulch Subdivision

RP000240000030, Lot 3 (Replatted)

Salmon, ID. 83467

409 River St.

Baird, Gloria

H.E.S. 136

Tract 99-10

RPH11N15E2300

T= 358.49' e= 0.060

D

R= 875.00'

L= 680.47'

T= 308.91'

L= 601.17'

D

R= 1,060.00' e= 0.060 c u lv e r t

R e m o v e d ia p ip e

H.E.S. 136

Tract 96-20

RPHO11N15E3210

Pocatello, ID. 83204

3710 Augusta Drive

Standley, J Casey

CUYD

EXC.

CUYD

EMB.

182+50180+00177+50175+00172+50170+00167+50

5795 5795

5800 5800

5805 5805

5810 5810

5815 5815

5820 5820

5825 5825

5820 5830

5825 5835

D.6

STATE PROJECT

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 if ff .d o n r

C h e c k e d b y

D e s ig n e d b y

,8

.0

-2.7385%

+0.5464%

610' VC

K = 186

,8

.1

+0.5464%

K = 364

300' VC

SSD = 1459'

-0.2782% w T y p e I I i n le t tr e a tm e n t

P la c e d ia p ip e c u lv e r t h e a d w a ll

R e m o v e d ia p ip e c u lv e r t w T y p e I I i n le t tr e a tm e n t

P la c e d ia p ip e c u lv e r t

R e m o v e d ia p ip e c u lv e r t.

BH

MW

KC10-30

KC10-29

BH

KC10-28

BH

KC10-27

BH

KC10-26

BH

KC10-25

BH

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

103,631 existing fence Retain and protect

Removal of fence, barbed wire LT

170+95 to 172+76 RT

Challis, ID. 83226

P.O. Box 376

Kimble, Gary & Kimble, Sandra M

Aspen Gulch Subdivision

RP000240000050, Lot 5 (Replatted)

Kimble, Sandra M

Kimble, Gary &

Aspen Gulch Subdivision

(Replatted)

RP000240000071, Lot 7

Hailey ID. 83333

119 East Bullion Street

Wood River Land Trust Co.

H.E.S. 136

Tract 99-14

RPHO11N15E2200

Place temporary fence

Fence, Barbed wire LT

170+95 TO 187+35

Fence, Barbed wire(Temporary LT)

170+95 to 187+35

Asphalt curb RT

174+15.73 to 182+26.88

Guardrail RT

166+03.10 to 187+03.10

P la c e d ia p ip e c u lv e r t a n d h e a d w a ll

R e m o v e d ia p ip e c u lv e r t slope stake limits

Riprap ditch

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

FIR.650M

W A

R N I

N G

B U

R I

E

I

L I

T Y

W A

R N I

R I

I

L I

T Y

W A

R N I

R I

I

L I

T Y

W A

R N I

R I

I

L I

T Y

T

T

T

T

P C

.5

P T

.2

CP

99008

CP

99007

CP

99006

Hailey ID. 83333 119 East Bullion Street

Wood River Land Trust Co.

H.E.S. 136 Tract 99-14

RPHO11N15E2200

Salmon, ID. 83467 409 River St.

Baird, Gloria

H.E.S. 136 Tract 99-11

RPHO11N15E2150

Stanley, ID. 83278 HC 67 Box 322 Jones, Martin M

H.E.S. 136 Tract 74-31

RPHO11N15E3100

Twin Falls, ID. 83301 3231 Willow Ct.

Kinsfather, Howard P.

H.E.S. 136 Tract 1180

RPHO11N15E2302

Stanley, ID. 83278 HC 67 Box 320

Rammer, Mark F

H.E.S. 136 Tract 1377

RPHO11N15E2602

Midvale, UT. 87047 417 Perrine Dr.

Benedetti, Gary E

H.E.S. 136 Tract 97-89

RPHO11N15E2400

Salmon, ID. 83467

409 River St.

Baird, Gloria

H.E.S. 136 Tract 99-10

RPH11N15E2300

Hailey ID. 83333 119 East Bullion Street

Wood River Land Trust Co.

H.E.S.136 Tract 99-15

RPHO11N15E2100

R= 1,800.00'

D

T= 385.03'

L= 758.63' e= 0.052

T

T

T

T

N

T

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

197+50195+00192+50190+00187+50185+00182+50

5800 5800

5805 5805

5810 5810

5815 5815

5820 5820

5825 5825

5830 5830

5835 5835

5840 5840

D.7

STATE PROJECT

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 if fg .d o n r

C h e c k e d b y

D e s ig n e d b y

-0.1326%

,8

.1

+0.1408%

,8

.6

250' VC

K = 914

SSD = 4071'

K = 842

400' VC

SSD = 2472'

,8

.3

+0.6157%

K = 336

300' VC

w T y p e I I i n le t tr e a tm e n t

P la c e d ia p ip e c u lv e r t

8,213

El= 5,820.013

E= 1,472,052.231

N= 943,346.993

191+00

KETCHUM-CHALLIS HIGHWAY

ID PFH 26(3)

END PROJECT

Fence, Barbed wire LT

170+95 to 187+35

Fence, Barbed wire(Temporary) LT

170+95 to 187+35 existing fence Retain and protect

Guardrail RT

165+96 to 187+00

P la c e d ia p ip e c u lv e r t a n d h e a d w a ll

R e m o v e d ia p ip e c u lv e r t

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

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TI

O N

Approach length

12' o f h ig h w a y radius

FOOTNOTE:

LOCATIONS ON MAINLINE PLAN SHEET

ILLUSTRATION SHOWING ROAD APPROACH

x+ xx x

CONNECTION DETAIL

ROAD APPROACH

Variable6' r e s u r fa c in g a t

R

W

E n d o f a p p r o a c h

Match existing approach width and radii.

transition)

(Depth

6'12' stationing

Mainline of highwayLC of approachLC

W id th

LC

Edge of traveled way Edge of shoulder grading, C or D, 8" depth

Aggregate base grading, C or D, 8" depth

Aggregate base

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

Tack coat grade CSS-1, Edge of asphalt ra di u s

A

XX

type Approach road length Approach road

CONNECTION DETAIL

ROAD APPROACH TYPE A

PLAN VIEW

ROAD APPROACH TYPE A

(Type III roughness) 4" compacted depth placed in 2 equal lifts nominal maximum size aggregate, 0.3 TO <3 million ESAL

-inch4 3 -inch or 2

1Asphalt concrete pavement, gyratory mix, E.2

STATE PROJECT

ID PFH 26(3)

J u n e

U

S S u r ft m y fi le s p w p r o d u c ti o n d if q b .d

C o n r

C h e c k e d b y

D e s ig n e d b y

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

CP

99013

140+93 to 144+32

TURNOUT DETAIL

N

R

' R

Edge of travel way

R1

R2 R3

R4

T4

T2

T3

T1

T5 T6

T7 T8

R

R

E.3

STATE PROJECT

J u n e

U

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

C o n r

C h e c k e d b y

D e s ig n e d b y

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

PLCAP

PLCAP

5867.08

5867.89

PLS5080

PLS5080

T

N

Edge of travel way

E.4

STATE PROJECT

NUMBER

SHEET

U

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

ID PFH 26(3)

J u n e

C o n r

C h e c k e d b y

D e s ig n e d b y

Proposed fence

R20

R22

R23

R21

T30 T31

T32

T33 T34

T35

T36

T37

T40 T41

T42

T43 T44 T45

T46 T47

R24

R25 R26

R27

R

R

R

R

R

R

R

R

Slope stake limits

Slope stake limits

Reset mailbox

2.5'

9"

"2

"2 riser face Exposed stone

STONE STAIRS CONSTRUCTION DETAIL

Existing ground

15" x 30" step dimension, typ., see Detail A pavement Top of

")2 1Stone risers (30" x 9" x 2

Stone riser

15" x 30" step

DETAIL A

155+25 TO 156+62

153+55 TO 155+15

(1 OF 2)

TURNOUT DETAIL

Stone stairs

P R

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IN

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R Y

F

IN

A L

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W

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C O

N S

TR

U

C

TI

O N

E.5

STATE PROJECT

NUMBER

SHEET

U

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

ID PFH 26(3)

J u n e

C o n r

C h e c k e d b y

D e s ig n e d b y

155+25 TO 156+62

153+55 TO 155+15

(2 OF 2)

TURNOUT DETAIL

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

UP

EM

T

T

T

T

159+45 to 164+60

TURNOUT DETAIL

N

Edge of travel way

R9

R10 R11

R12

T17 T18

T19 T20 T21 T22

T23 T24

10002

GPS

R

R

R

R

E.6

STATE PROJECT

J u n e

U

S S u r ft m y fi le s p w p r o d u c ti o n d if q e .d

C o n r

C h e c k e d b y

D e s ig n e d b y

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

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O T

FO

R

C O

N S

TR

U

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TI

O N

50'

Placed riprap, class 1 Mountable berm

3'

1:51:5

1:5

PLAN VIEW

PROFILE

S ta te H ig h w a y

NO SCALE

DETAILS

AND EXIT PAD

CONSTRUCTION ENTRANCE

TEMPORARY

NOTE

Remove prior to completion of construction.

Existing pavement

AND EXIT PAD

TEMPORARY CONSTRUCTION ENTRANCE

SOIL EROSION CONTROL,

ITEM 15701-0000

F.11

STATE PROJECT

NUMBER

SHEET

ID PFH 26(3)

if d p .d g n

U

S S u r

D

A h la e c k e d b y

C o n r s ig n e d b y

Existing surface

Earthwork geotextile, class 1 type A

50'

R M a tch e xistin g

(2 ' m in

R M a tc h e xi st in g

(2 m in pavement

Existing

P R

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F

IN

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FO

R

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TR

U

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O N

10.4 x 16 20301 -1200

20301 -1900

20426 -1000

20702 -0100

25101 -0200

25120 -0100

60201 -0800

60201 -0800

60210 -0800

60212 -0800

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

H

EA

D W

A

LL

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

D

IT

C H

EX

C A V A

TI

O N

G

EO

TE

X

TI

LE

F

IL

TE

R

C

LA

S S

TY

PE

A

(O

U

TL

ET

P

R O

TE

C

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

(O

U

TL

ET

PR

O

TE

C

TI

O N

R

IP

R A P

D

IT

C H

M

ET

H

O D

A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T (T

YP

II

IN

LE

T

TR

EA

TM

EN

T)

EN

D

S

EC

TI

O

N F

O R

4-

IN

H

PI

PE

C

U

LV

ER

T

EL

B O

W

-I

N C H

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH CUYD SQYD CUYD LNFT LNFT LNFT EACH EACH Lt Rt

CROSS DRAINS

130+29 5 53 1 58 1 1 A, AS, GS 3

135+78 6 45 1 50 22 47 1 1 A, AS, GS 1.25

143+84 4 44 2 71 1 A, AS, GS 3 3.8

149+33 100 4°26' A, AS, GS 1

159+65 3 29 1 59 1 A, AS, GS Utility crossing in existing pipe

170+41 6 50 1 42 17 58 1 1 A, AS, GS 3

173+00 6 59 60 29 58 1 1 A, AS, GS 3

179+09 4 63 1 60 29 64 1 4°22' A, AS, GS 3 1.25

182+13 1

183+13 51 26 82 1 1 A, AS, GS 3 2.5

186+63 6 64 1 71 1 A, AS, GS 3 3.3

DRIVEWAYS

154+48 39 A, AS, GS Driveway LT., Utility in existing pipe 158+00 93 A, AS, GS Driveway LT.

161+00 78 A, AS, GS Driveway LT.

CURB DRAINS

175+55 14 See sheet G.4 for curb drain detail 180+63 14 See sheet G.4 for curb drain detail 181+50 14 See sheet G.4 for curb drain detail

RIPRAP DITCH

118+44 TO 178+95 LT 140 750 See sheet G.4 For ditch detail

PROJECT TOTAL 407 8 1 140 263 165 750 575 303 9 5

Allowable Pipe Material

NOTE: A Aluminum

1. Connect to existing pipe extention. Verify length in field. AS Aluminized steel

GS Galvanized steel

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 if0

-D ra in ag e (v er si on xl sb ]S he et

-J un -2

:4

C

C on ra d

6/

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PFH 26(3)ID

P R

EL

IM

IN

A

R Y

F

IN

A L

R

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IE

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C O

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TR

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TI

O N

PLAN VIEW

PIPE OUTLET RIPRAP PROTECTION

Flow line

4' min.

ELEVATION

SECTION A-A

A

A

TYPICAL SECTION

S e e T a b le fo r d im e n sio n

NO SCALE

Pipe culvert

Pipe culvert

Existing ground

DETAILS

OUTLET RIPRAP PROTECTION

Existing Ground

LC

Finished grade

Pipe culvert

3' 3'

NOTE:

1.

G.2

STATE PROJECT

if r c .d g n

U

S S u r ft e c k e d b y

C o n r s ig n e d b y method A, class 2

Placed riprap, method A, class 2 outlet protection

Placed riprap, outlet protection

Placed riprap, method A, class 2

(See table on this sheet for dimension)

Placed riprap, method A, class 2

Geotextile filter, class1, type A

Geotextile filter, class1, type A

Geotextile filter, class1, type A

Quantities tabulated on sheet G.1

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

5'

6'

Face of guardrail

Asphalt curb

6'-3" between posts

Subgrade shouder

A

PLAN VIEW

SECTION A-A

ty p

R ty p

R

A

NOTE:

1.

181+50

180+63

175+55

CURB DRAIN

CURB DRAIN

Geotextile filter, class1, type A

Placed riprap, method A, class 2

Placed riprap, method A, class 2

See typical section sheet C.2

Asphalt concrete pavement

Quantities tabulated on sheet G.1

See table for dimension

G.3

STATE PROJECT

ID PFH 26(3)

J u n e

U

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

C h e c k e d b y

D e s ig n e d b y pavement structure to riprap

Extend asphalt concrete

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

C/E

C/E

Riprap ditch class I, Method A

1:3 1:3

Profile point, ditch invert

RIPRAP DITCH DETAIL

Slope stake limits, riprap ditch

Slope stake limits, riprap ditch

Slope stake limits, Mainline

P O

T

.0

P I

.1

P I

.0

P O

T

.0

-1.2039%

,9

.6

-2.7202% 5

,9

.4

,9

.3

-4.0845%

-5.8289%

,9

.7

.6

,8

.6

Existing ground

Ditch profile

CUYD

EXC.

CUYD

EMB.

56+2555+0054+7553+5052+2551+0049+75

G.4

STATE PROJECT

NUMBER

SHEET

U

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

d g n

ID PFH 26(3)

J u n e

C o n r

C h e c k e d b y

D e s ig n e d b y

5840 5840

5845 5845

58555860

58855890

5905 5905

P R

EL

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IN

A

R Y

F

IN

A L

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N S

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O N

SPLIT RAIL FENCE- ELEVATIONSPLIT RAIL FENCE - POST SECTION

8'

12"

12"

1'-1"

1'-1"

4"

3'-6"

3"

1'-6" 2'-6"

Concrete footing split cedar rails

Minimum 4-inch any dimension mortise cedar posts

Minimum 6 to 8-inch dia. split

I.3

STATE PROJECT

J u n e

U

S S u r ft m y fi le s p w p r o d u c ti o n d if q h .d

C o n r

C h e c k e d b y

D e s ig n e d b y

FENCE DETAIL

SPLIT RAIL

P R

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IN

A

R Y

F

IN

A L

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R

C O

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TR

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O N

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 9/2010

REVISED:

Sheet 1 of 3

IDAHO FENCE

W619-50

8'-3" post spacing8'-3" post spacing8'-3" post spacing

M e s h

6" 6"

" 9

" 7

12'-0" post spacing (3-B-2)

12'-0" post spacing (3-B-1)

6"

3" "2

4"

"2

5" "2

6"

7"

8"

12'-0" post spacing

M e s h

M e s h

M e s h section if over 20"

" 3

" 3

16'-6" ± post spacing

16'-6" ± post spacing

16'-6" ± post spacing

" 3

" 3

M e s h

6"

"3

M e s h

M e s h 8

12'-0" post spacing

"5 one wrap for each 6 inches of mesh

2" x 4" Mesh wire fabric

12'-0" post spacing

3" staples. Rotate staple

"±4 except that 1-inch staples may be used in locust posts.

Furnish 9 gage staples with a minimum length of 1.5-inch, terminal, or braces; and a 4-inch minimum distance between

Provide minimum 17.5-inch circumference posts for corner, opposite faces or between any face and an opposite corner.

circumference and a 3-inch minimum distance between

Provide line posts having a minimum 10-inch post

12'-0" post spacing

6'-0"6'-0"

NUMBER

SHEET

STATE

I.4

PROJECT

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J u n e

U

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

.d g n

NOTE:

NO SCALE

FENCE TYPE 1

FENCE TYPE 3

FENCE TYPE 5

WOOD POST STAPLE DETAIL

FENCE TYPE 33

FENCE TYPE 2

Side Front

Wood post

Staple Detail

See Wood Post

Wood post

Wood post (typ.)

Grade 125, or2 1 Grade 60, No. 122

1of Table 1: No. 12

Grade 125.2

3.

2.

1.

Metal post

Anchor plate

1-A Wood 1-B Metal

3-B-1 Metal 3-B-2 Metal

3-A Wood Metal post

Wire spacing

Wire spacing for wire spacing

See Fence, Type 3

Anchor plate

DROP FENCE TYPE 6

Anchor plate Alternate wood and metal posts

Anchor plate

Metal post

Metal post

Wood post

Metal post

Wood post Metal postTreat as vertical sag

Wood post

Anchor plate

Metal post for wire spacing

See Fence, Type 3 for wire spacing

See Fence, Type 3

Wood postWood post

Wire

Wood post

Anchor plate

FENCE TYPE 11

FENCE TYPE 7

DEER-PROOF FENCE TYPE 8

5-A Wood

7-A Wood

5-B Metal

7-B Metal

Wood post for attaching the edges may be used section. Other approved methods

Wrap tie with No. 11 gage wire, Metal post

Wood post

11-B Metal 33-B Metal 11-A Wood 33-A Wood driven back of the staple.

for wire to slide through the grain. Allow sufficient space to straddle across wood

Douglas Fir, Western Larch, Cedar, or Pine of any species.

Furnish pressure treated wood posts consisting of either and strength options are limited to the following subsections

Provide woven wire conforming to ASTM A116, except wire size opposite faces or between any face and an opposite corner.spaced between posts

Two wire stays equally spaced between posts

Two wire stays equally spaced between posts

Two wire stays equally

Wire stay wire, tie wire and wire clamps conforming to ASTM A 116.

tie wire and wire clamps. Provide galvanized stay wire, brace

Provide 9 gage stay wires and brace wires, and 12.5 gage

P R

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F

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Sheet 2 of 3

IDAHO FENCE

W619-50 m a x

7' -0 m a x

7' -0

4'-0" m a x

8'-3" (16'-6" post spacing)

6'-0" (12'-0" post spacing)

4" x 4" brace

" dap4

" dap4

8'-3" (16'-6" post spacing)

6'-0" (12'-0" post spacing)

" 4

4" x 4" brace not to exceed 400 feet

12'-0"12'-0"

"8

4"

18" square or round

4.

18" square or

12" square or round concrete block.

18" square or

12" square or

4'-0

4" x 4"

8'-3"± (16'-6" post spacing)

6'-0"± (12' post spacing)

" dap4

" dap4

" standard steel pipe brace.4 1" angle or 14

12" x 2" x inch standard steel pipe post.2 1" or 24

1" x 2 1" x 22

" x 4" steel dowel.8

NUMBER

SHEET

STATE

I.5

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J u n e

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

.d g n

NOTE:

NO SCALE

METAL END AND GATE BRACE

WOOD LINE BRACE FOR TYPE 8 FENCE

WOOD LINE BRACE

WOOD CORNER BRACE

METAL LINE BRACE METAL CORNER BRACE

FENCE TERMINAL

S e e f e n c e t y p e

V a r ia b le

S e e f e n c e t y p e

V a r ia b le

See Note 3

See Note 4

WOOD TERMINAL BRACE

S e e f e n c e t y p e

V a r ia b le

Notch

S e e f e n c e t y p e

V a r ia b le

Notch

End or gate post

Brace wires

Connect braces to post with three 16d nails or a

ASTM F 1083.

Fabricate steel pipe fence posts and braces according to round pipe posts with snug-fitting galvanized metal caps.

steel round pipe posts for corner or line braces. Furnish

Furnish either painted or galvanized angles or galvanized

Pull post (typ.)

Corner post

Brace wire

Brace wires (typ.)

Install brace at interval

See Note 3

See Note 3

See Note 3

See Note 4

See Note 4

See Note 3

R/W line

Three-way brace

Notch unstable, frost susceptable or marshy soil

Use alternate blocks in areas of concrete block round concrete block round concrete block

3.

2.

1.

round concrete block brace

Brace wire

P R

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O N

(deadman), 100 lb min. weight

15" square or round concrete

330' - 660'

33' - 330'

< 33'

≤ 400'

660' - 990'

66' - 660'

< 66'

Sheet 3 of 3

IDAHO FENCE

W619-50 m in

3" (min.)

12" (max.) clearance

6" - 12" clearance above water

NUMBER

SHEET

STATE

I.6

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J u n e

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

.d g n

NOTE:

NO SCALE

TYPICAL SAG SECTION - BARBED WIRE FENCES

Wood post

Rock or concrete anchor

9 gage wire stays to wire stay and bottom wire

Two 9 gage wires spliced post set in concrete at sag point

Wood corner post or metal corner

MESH OR COMBINATION FENCES

TYPICAL SAG SECTION FOR WOVEN WIRE,

Corner brace

DOUBLE BRACE PANELS

Exterior fence angle (See Note 5)

Terminal brace Terminal brace

(See Fence

Brac e tab

le) Run(See Fence Brace table)

Run

DOUBLE

SINGLE

NONE

DOUBLE

DOUBLE

SINGLE

NONE

NOT ALLOWED

SINGLE

NONE

NOT ALLOWED

NOT ALLOWED

SINGLE

NONE

BRACES

METAL

TYPE

FENCE

FENCE BRACE TABLE

REQUIRED

PANELS

WOOD

RUN

6 & 11

1, 5, space is greater than normal post spacing between brace post and line post when

Place intermediate line post, centered

Resume normal spacing

Wood post spacing dimension

Total vertical wire and deadman (See Note 2) line fence with line braces

Special sag section, extra

Depth of depression than normal fence type spacing deadman and brace post is greater centered, when space between

Set an extra line post, appoximately maintenance gate)

Type 1 gate (ditch timber (See Note 3)

Attached under

Centered intermediate line posts grade exceeds 20° when change in horizontal

Extra line brace required

> 20°

Metal post sag post

Typical slope & gate for steep change in

Only one brace required

(flood gate)

Type 1 gate

Extra line post with wire

> 20°

> 20°

> 20° greater than 20° for slope change

Extra line brace

(See Note 3)

Attached under timber

7 & 33

2, 3, Anchor plate

Metal post

FOR TYPE 1, 5, & 11 (See Note 4)

SPECIAL APPLICATIONS FOR BARBED WIRE FENCES

the parapet or railing.

do not allow the top of fence to project above the top of

Where a fence ties into a bridge parpaet or railing, and terminal braces according to the fence brace table.

panels on the corner brace. Install double panels for line exceeds 30° in the exterior angle of the fence, use double

When wood braces are used and the fence corner angle

Do not attach the under timber directly to a Type 2 gate.

must match the woven wire spacing as nearly as possible.

may be used through the special areas, however the wires wire fence. Use a Type 2 gate with these fences. Barbed wire wire fences may also be used for Types 2, 3, 7, and 33 woven

When approved by the CO, the special applications for barbed wire itself.

around the brace post (not stapled), then twice around the and wire stays. Wrap the horizontal wires on the under timber include extra line braces and the attached under timber, wire, When a Type 1 gate is used in a special application as shown, in this application as shown.

the depression. Include extra line braces and a deadman horizontal run of 2 spaces, construct an extra fence through exceeds the total vertical wire spacing over a maximum

When the depth of a depression on a Type 1, 5, or 11 fence depression without touching the ground.

of the drop-off that the wire may be strung to a post in the place the last post on level ground close enough to the edge

When a fence line approaches a ditch, gully, or depression, 6.

5.

4.

3.

2.

1.

bracing in addition to concrete brace.

changes over 20° use corner block. Where vertical alignment

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RECREATION AREA

SAWTOOTH NATIONAL

Clayton

Challis

Stanley

Stanley

Lower

S q u a w C rk . R d

E . F o rk R d

Bayhorse Crk. Rd.

Sp ar C an yo n

Rd

Garden Crk. Rd

S la te C rk

R d

Y a n k e e F o r k R d

PORTABLE CHANGEABLE MESSAGE SIGN

Sign number

R8-3

B(III)R

MUTCD/ODOT number

Construction sign

Barricade

LEGEND:

PCMS

NOTE:

PORTABLE CHANGEABLE MESSAGE SIGN

(PCMS) INSTALLATION DETAIL

MP 189.5

PCMS

MP 202.5

PCMS

MP 222.5

PCMS

MP 244.3

PCMS

Riffles Indian Holman Creek

Pit

Nip and Tuck

MP 214.5

Staging site

Campground Lower O'Brien 500'

500'

WORK

AHEAD

ROAD

36" x 36"

W20-1

WORK

AHEAD

ROAD

36" x 36"

W20-1

ROAD WORK

END

36" x 18"

G20-2

ROAD WORK

END

36" x 18"

G20-2

FOOTNOTE:

Cover, turn or remove signs during 15 minute closure times.

DELAYS

15 MIN

AT MP207

DELAYS

15 MIN

AT MP208

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

J.2

STATE PROJECT

if n a .d g n

I n t_ ft

D e c k e d b y

C o n r s ig n e d b y

NON-CLOSURE PERIODS

DURING

CONTROL PLAN

TEMPORARY TRAFFIC

WORK

AHEAD

ROAD

36" x 36"

W20-1

24" x 24"

Ref-1

36" x 18"

G20-2

ROAD WORK

END

ROAD WORK

END

MP 207.9

192+10

MP 206.7

126+75

36" x 18"

G20-2

WORK

AHEAD

ROAD

36" x 36"

W20-1

24" x 24"

Ref-1 placement on roadway

Indicates barricade

Barricade type

Barricade message sign (PCMS)

Portable changeable

Temp. Plastic Drums

8' B(III)R

40'

100'

NOTES:

(Locate As Directed)

(Suggested Message, East Approach)

(Locate As Directed)

(Suggested Message, West Approach)

N

1. See specifications for allowable closure periods.

SCALE IN MILES

0 3 6 93

1.5

BEGIN PROJECT

END PROJECT

Use six drums in shoulder taper on 20-foot spacing.

Left shoulder, use Type B(III)L

Right shoulder, use Type B(III)R

Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

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RECREATION AREA

SAWTOOTH NATIONAL

Clayton

Challis

Stanley

Stanley

Lower

Sunbeam S q u a w C rk . R d

E . F o rk R d

Bayhorse Crk. Rd.

Sp ar C an yo n

Rd

Garden Crk. Rd

S la te C rk

R d

Y a n k e e F o r k R d

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message, West Approach)

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message, East Approach)

ROAD WORK

END

ROAD WORK

END

BEGIN PROJECT

END PROJECT

MP 189.5

PCMS

MP 202.5

PCMS

MP 222.5

PCMS

MP 244.3

PCMS

MP 207.9

192+10

Riffles Indian Holman Creek

Pit

Nip and Tuck

MP 214.5

Staging site

Campground Lower O'Brien

1:30-3:30

10-12

AT MP207

1:30-3:30

10-12

AT MP208

500'

500'

500'

500'

36" x 18"

G20-2

36" x 18"

G20-2

60" x 30"

Ref-2

WORK

AHEAD

ROAD

36" x 36"

W20-1

24" x 24"

Ref-1

60" x 30"

Ref-2

WORK

AHEAD

ROAD

36" x 36"

W20-1

24" x 24"

Ref-1

WORK

AHEAD

ROAD

36" x 36"

W20-1

WORK

AHEAD

ROAD

36" x 36"

W20-1

ROAD WORK

END

36" x 18"

G20-2

ROAD WORK

END

36" x 18"

G20-2

CLOSURE PERIODS

DURING

CONTROL PLAN

TEMPORARY TRAFFIC

MP 206.7

126+75

Sign number

R8-3

B(III)R

MUTCD/ODOT number

Construction sign

Barricade

LEGEND:

PCMS

(PCMS) INSTALLATION DETAIL

placement on roadway

Indicates barricade

Barricade type

Barricade message sign (PCMS)

Portable changeable

Temp. Plastic Drums

8' B(III)R

40'

100'

NOTES:

SCALE IN MILES

NOTE:

FOOTNOTE:

Cover, turn or remove signs during 15 minute closure times.

1. See specifications for allowable closure periods.

Use six drums in shoulder taper on 20-foot spacing.

Left shoulder, use Type B(III)L

Right shoulder, use Type B(III)R

Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

0 3 6 93

1.5

J.3

STATE PROJECT

if n b .d g n

I n t_ ft

D e c k e d b y

C

C o n r a d

D e s ig n e d b y

M-F

CLOSED

HIGHWAY

M-F

CLOSED

HIGHWAY

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4"

4C

2"

4C

2"

4C

4"

5C

3"

4C

3"

4C

5.5"

5.5"

IDENTIFICATION

TEMPORARY SIGNING

5'-0"

2'-6"

2'-0"

2'-0"

REF-1

REF-2

Legend: Black, non reflectorized

Background: Orange, reflectorized

1. Construction sign colors

J.4

STATE PROJECT

NUMBER

SHEET

ID PFH 26(3)

J u n e

U

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

C o n r a d

C h e c k e d b y

D e s ig n e d b y

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R10-6

W20-4

STOP

HERE ON

RED

500' 500' 500'

MPH

25 W13-1

W20-1

WORK ZONE

500'500'500'

R10-6

STOP

HERE ON

RED

W20-4

MPH

W13-1

W20-1

W3-3

W3-3

WORK

1500 FT

ROAD

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

Cover existing control signs designated by the CO.

when access is not needed.

Place temporary concrete barrier at downstream taper during non-work hours or temporary impact attenuator.

barrier ends outside the clear zone or protect the ends of the barrier with a

Association of State Highway and Transportation Officials (AASHTO). Terminate

Place barrier according to the Roadside Design Guide published by the American post.

If signs will be in place more than 72 consecutive hours, use ground-mounted

7.

6.

5.

4.

FOOTNOTE:

SYMBOLS:

Portable sign

Reflectorized channelizing device

Type III barricade

A

A

WORK

1500 FT

ROAD

1000 FT

ONE LANE

ROAD

1000 FT

ONE LANE

ROAD

Portable traffic signal

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

4"C

4"C

4"C

3-6"

2'-0"

50 to 100'

Taper

25' (min)

Flare

Traffic signal Type III barricades

Contractor access area stop line stripe

12" wide temporary

40' to 140'

(NON-WORKING HOURS)

CLOSURE-SIGNALIZED

WESTBOUND LANE

TEMPORARY TRAFFIC CONTROL

Traffic signal 12" wide temporary stop line stripe

Temporary impact attenuator (55 MPH) with barrier mounted rock protection

Temporary concrete barrier

J.5

STATE PROJECT

if n d .d g n

I n t_ ft e c k e d b y

C

C o n r a d

D e s ig n e d b y

Place in location approved by the CO.

locations.

approved by the CO. See SCR's for limitations on vehicle stopping

Concrete barrier run not to exceed 1300-feet in length unless

Use retroflective tape for stop line striping.

line and behind barriers at leading edge.

Install temporary traffic signal 40-feet to 140-feet ahead of the stop

Varies 20' to 24'

SECTION A-A

stop line if none exist.

between the work space and the stop line. Add no-passing lines in advance of the the MUTCD. Remove existing conflicting pavement markings and raised markers

If the roadway surface is paved install stop lines that comply with Section 3B.16 of a qualified engineer.

taper = 20-feet. If signals are moved, revised signal timing must be determined by conditions as approved by the CO. Maximum channelizing device spacing along

Final location and spacing of signs and devices may be changed to fit field approaches.

manually or automatically, ensure red signal indications are flashed to both by a qualified engineer. When the signal is changed to the flashing mode either provisions of the MUTCD, Part 4 and Part 6. Signal timing shall be established

Install and operate temporary traffic control signals in accordance with the

3.

2.

1.

Existing pavement

2' min.14' min.

Work area centerline

Existing barrier 164+00 to 188+00

Temporary concrete protection 171+00 to 187+00 with mounted rock

Temporary concrete barrier

Varies 20' to 24'

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W20-4 W20-1

WORK ZONE

W20-1

WORK

1500 FT

ROAD

Special 1

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

Cover existing control signs designated by the CO.

when access is not needed.

Place temporary concrete barrier at downstream taper during non-work hours or temporary impact attenuator.

barrier ends outside the clear zone or protect the ends of the barrier with a

Association of State Highway and Transportation Officials (AASHTO). Terminate

Place barrier according to the Roadside Design Guide published by the American post.

If signs will be in place more than 72 consecutive hours, use ground-mounted

7.

6.

5.

4.

SYMBOLS:

Portable sign

Reflectorized channelizing device

Type III barricade

Temporary impact attenuator (55 MPH)

A

A

WORK

1500 FT

ROAD

1000 FT

ONE LANE

ROAD

1000 FT

ONE LANE

ROAD

3.

2.

1.

Portable traffic signal

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

4"C

4"C

4"C

3-6"

2'-0"

W20-7a

W20-7a

(WORKING HOURS)

WITH FLAGGERS

WESTBOUND LANE CLOSURE

TEMPORARY TRAFFIC CONTROL

W20-4

Contractor access area

NO SCALESECTION A-A

FOOTNOTE:

J.6

STATE PROJECT

if n e .d g n

I n t_ ft e c k e d b y

C

C o n r a d

D e s ig n e d b y

Existing pavement

50 to 100'

Taper

25' (min)

Flare

500'500'500' Flagger location

500' 500' 500' stop line stripe

12" wide temporary

Type III barricades

Traffic signal 12" wide temporary stop line stripe

Traffic signal mounted rock protection barrier with barrier

Temporary concrete

2' min.14' min.

Work area centerline

Existing barrier 164+00 to 188+00

Temporary concrete protection 171+00 to 187+00 with mounted rock

Temporary concrete barrier

Place in location approved by the CO.

locations.

approved by the CO. See SCR's for limitations on vehicle stopping

Concrete barrier run not to exceed 1300-feet in length unless

Use retroflective tape for stop line striping.

line and behind barriers at leading edge.

Install temporary traffic signal 40-feet to 140-feet ahead of the stop

Varies 20' to 24' stop line if none exist.

between the work space and the stop line. Add no-passing lines in advance of the the MUTCD. Remove existing conflicting pavement markings and raised markers

If the roadway surface is paved install stop lines that comply with Section 3B.16 of a qualified engineer.

taper = 20-foot. If signals are moved, revised signal timing must be determined by conditions as approved by the CO. Maximum channelizing device spacing along

Final location and spacing of signs and devices may be changed to fit field approaches.

manually or automatically, ensure red signal indications are flashed to both by a qualified engineer. When the signal is changed to the flashing mode either provisions of the MUTCD, Part 4 and Part 6. Signal timing shall be established

Install and operate temporary traffic control signals in accordance with the

WHEN STOPPED

VEHICLE

DO NOT LEAVE

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WHEN STOPPED

VEHICLE

DO NOT LEAVE

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Cover existing control signs designated by the CO.

when access is not needed.

Place temporary concrete barrier at downstream taper during non-work hours or temporary impact attenuator.

barrier ends outside the clear zone or protect the ends of the barrier with a

Association of State Highway and Transportation Officials (AASHTO). Terminate

Place barrier according to the Roadside Design Guide published by the American post.

If signs will be in place more than 72 consecutive hours, use ground-mounted

7.

6.

5.

4.

FOOTNOTE:

SYMBOLS:

Portable sign

Reflectorized channelizing device

Type III barricade

Temporary impact attenuator (55 MPH)

3.

2.

1.

Portable traffic signal

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

4"C

4"C

4"C

3-6"

2'-0"

50 to 100'

Taper

25' (min)

Flare

500' 500' 500'

500'500'500'

W20-1

WORK

1500 FT

ROAD

WORK

1500 FT

ROAD

1000 FT

ONE LANE

ROAD

W20-1

Special 1

Traffic signal stop line stripe

12" wide temporary stop line stripe

12" wide temporary

Traffic signal

Type III barricades

WORK ZONE

Contractor access area

Type III barricades

Temporary concrete barrier

A

A

W3-3

W3-3

STOP

HERE ON

RED

R10-6

R10-6

STOP

HERE ON

RED

MPH

25 W13-1

1000 FT

ONE LANE

ROAD

W20-4

MPH

W13-1

W20-4 pavement Existing

14' (min)

Roadway aggregate

(NON-WORKING HOURS)

CLOSURE SIGNALIZED

EASTBOUND LANE

TEMPORARY TRAFFIC CONTROL

LC

J.7

STATE PROJECT

id n f.

d g n

I n t_ ft e c k e d b y

C

C o n r a d

D e s ig n e d b y barrier 126+75 to 191+00

Temporary Concrete

SECTION A-A

Varies 20' to 24'

Not measured for payment.

Place in location approved by the CO.

See SCR's for limitations on vehicle stopping locations.

Use retroflective tape for stop line striping.

flagging operations.

Turn off or place temporary traffic signal in flash mode during stop line if none exist.

between the work space and the stop line. Add no-passing lines in advance of the the MUTCD. Remove existing conflicting pavement markings and raised markers

If the roadway surface is paved install stop lines that comply with Section 3B.16 of a qualified engineer.

taper = 20-foot. If signals are moved, revised signal timing must be determined by conditions as approved by the CO. Maximum channelizing device spacing along

Final location and spacing of signs and devices may be changed to fit field approaches.

manually or automatically, ensure red signal indications are flashed to both by a qualified engineer. When the signal is changed to the flashing mode either provisions of the MUTCD, Part 4 and Part 6. Signal timing shall be established

Install and operate temporary traffic control signals in accordance with the

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O N

WHEN STOPPED

VEHICLE

DO NOT LEAVE

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Cover existing control signs designated by the CO.

when access is not needed.

Place temporary concrete barrier at downstream taper during non-work hours or temporary impact attenuator.

barrier ends outside the clear zone or protect the ends of the barrier with a

Association of State Highway and Transportation Officials (AASHTO). Terminate

Place barrier according to the Roadside Design Guide published by the American post.

If signs will be in place more than 72 consecutive hours, use ground-mounted

7.

6.

5.

4.

FOOTNOTE:

SYMBOLS:

Portable sign

Reflectorized channelizing device

Type III barricade

Temporary impact attenuator (55 MPH)

3.

2.

1.

Portable traffic signal

WHEN STOPPED

VEHICLE

DO NOT LEAVE

Special 1

4"C

4"C

4"C

3-6"

2'-0"

50 to 100'

Taper

25' (min)

Flare

500' 500' 500'

500'500'500'

W20-1

WORK

1500 FT

ROAD

W20-4

1000 FT

ONE LANE

ROAD

W20-7a

WORK

1500 FT

ROAD

1000 FT

ONE LANE

ROAD

W20-1 W20-4 W20-7a

Flagger location

Traffic signal stop line stripe

12" wide temporary stop line stripe

12" wide temporary

Traffic signal

Type III barricades

WORK ZONE

Contractor access area

Type III barricades

Temporary concrete barrier

A

A

(WORKING HOURS)

WITH FLAGGERS

EASTBOUND LANE CLOSURE

TEMPORARY TRAFFIC CONTROL

pavement

Existing

14' (min) 1.5'

Roadway aggregate

LC

J.8

STATE PROJECT

id n g .d g n

I n t_ ft e c k e d b y

C

C o n r a d

D e s ig n e d b y barrier 126+75 to 191+00

Temporary concrete

Varies 20' to 24'

SECTION A-A

Not measured for payment.

Place in location approved by the CO.

See SCR's for limitations on vehicle stopping locations.

Use retroflective tape for stop line striping.

flagging operations.

Turn off or place temporary traffic signal in flash mode during stop line if none exist.

between the work space and the stop line. Add no-passing lines in advance of the the MUTCD. Remove existing conflicting pavement markings and raised markers

If the roadway surface is paved install stop lines that comply with Section 3B.16 of a qualified engineer.

taper = 20-foot. If signals are moved, revised signal timing must be determined by conditions as approved by the CO. Maximum channelizing device spacing along

Final location and spacing of signs and devices may be changed to fit field approaches.

manually or automatically, ensure red signal indications are flashed to both by a qualified engineer. When the signal is changed to the flashing mode either provisions of the MUTCD, Part 4 and Part 6. Signal timing shall be established

Install and operate temporary traffic control signals in accordance with the

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(For details not shown, see sections above)

" Cl.8

"4

(typ.)

ROCK PROTECTION SCREEN ATTACHMENT

POST CLAMP DETAIL "A"

POST AND RAIL ASSEMBLY

B

B

A A

ROCK PROTECTION SCREEN

BARRIER MOUNTED

See detail "A"

LC

1" 1"

"4

" min.8 5" min.8 at 6" ctrs. (typ.)

gauge spaced

Wire ties 9

Knuckled selvage

Bottom rail spaced at 6" ctrs. (typ.)

Wire ties 9 gauge

" R. (typ.)4

Back of shldr. barrier

Bottom Rail. See note 2

Intermediate and

Post

Top rail

Intermediate Rail

Knuckled selvage

Top Rail

Post " Dia. hole16

Std. roll formed post & rails

" min.2

"2 13'-13" x 12" drain slots, 6' - 3" Ctr. to Ctr.

12'-5"

Precast concrete barrier 12'-6" sleeve anchors

" Ø x 4". bolts concrete 4 3with

" post clamps attached 4 1" x 2

" Ø bolt & lockwasher4

2" x 2" post

"2 12-

SECTION A-A

SECTION B-B

of screen

Slope side

2"

Precast concrete barrier

Chamfer post to fit barrier

Intermediate rail

Bottom rail

Top rail sleeve anchors long concrete

Ø 4" " 4

2" x 2" x 19" shim

FOOTNOTE:

rail. Space brackets evenly between rails.

brackets above and 2 post brackets below the intermediate

Connect adjacent protection screen posts using 3 post

(ll gauge) spaced at 24-inch centers.

(gawk screen) to back of chain link fabric using wire ties

Attach earthwork geotextile type IV-C (non-woven)

[2]Post bracket (typ.)

[1]link fabric or equal

11 guage chain

[2]

[1]

J.9

STATE PROJECT

id n h .d g n

I n t_ ft

D e c k e d b y

C o n r s ig n e d b y

P R

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Staging area boundary

154+48 LT (4.4 ACRES)

KIMBLE STAGING AREA

See details Sheet F.8

Silt fence

CP

99011

CP

99012

L.2

STATE PROJECT

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 if m b .d

C o n r

C h e c k e d b y

D e s ig n e d b y

Sawtooth National Forest Recreation Area

Sawtooth National

Challis, ID. 83226

P.O. Box 376

Gary Kimble

Aspen Gulch Subdivision

Lot 2 (Replatted)

RP000240000020

83227

Clayton, ID.

HC 67 Box 771

David D Lee

H.E.S. 136

Tract 91-18

RPHO11N15E2550

83340

Ketchum, ID.

Star Route

USA, S.N.R.A.

H.E.S. 136

Tract 79-45

RPHO11N15E3200

N

See sheet F.11 for details

Stabilized construction exit

See sheet F.11 for details

Stabilized construction exit

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58605860

GPS

10002

Challis, ID. 83226

P.O. Box 376

Gary & Sandra M Kimble

Aspen Gulch Subdivision

RP000240000030, Lot 3 (Replatted)

83227

Clayton, ID.

HC 67 Box 771

David D Lee

H.E.S. 136

Tract 91-18

RPHO11N15E2550

(AREA 2.3 Acres)

LEE/KIMBLE STAGING AREA

See sheet F.8 for details

Silt fence

UP

EM

T T

T

T

T

UP

N

CP

99011

See sheet F.11 for details

Stabilized construction exit

L.3

STATE PROJECT

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 if m c .d o n r a d

C h e c k e d b y

D e s ig n e d b y

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N

57055

56405640

56455645

N

CP

14102

CP

24002

CP

14101

CP

14100

Baseline

See sheet F.11 for details

Stabilized construction exit

See sheet F.8 for details

Silt fence

See sheet F.8 for details

Silt fence

Fill limits

Fill limits

C Highway 75 Proposed fill

Existing ground

0 50 100 150 200 250 300 350 400 450 500 550 600

Variable

Var iabl e

L.4

STATE PROJECT

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 if m d .d

C o n r

C h e c k e d b y

D e s ig n e d b y

WASTE AREA

HOLMAN CREEK

L

SECTION AA

A

A

P R

EL

IM

IN

A

R Y

F

IN

A L

R

EV

IE

W

N

O T

FO

R

C O

N S

TR

U

C

TI

O N