Tiller_trail_95_Plans_1_of_2.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

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

Standard Specifications for Construction

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, C. KRATOVIL

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

OR PFH 16(7)

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

OREGON

JACKSON COUNTY

UMPQUA NATIONAL FOREST

LENGTH 1.0 MILE

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

395197

20 20

NEVADA

N

SCALE IN MILES

0 55 10 15

Days Creek

Abbott Butte

Gorge

Cascade

Union Creek

Milo

Tiller

Drew

Brownsboro

Butte Falls

Valley

Sams

Shady Cove r

C k c o

R ts e

W k r o F

S a r d in a

C r.

et tu

B ke er C kralC

,rC htr o

N k r oF gi B eugoR r e vi R

.rC lliM noi nU eebyB noskcaJ keerC w a u q S

.rC

C o ff e e C r syaD ke er C

S h iv e ly C r.

kl E k e er C wer D

Lake

Willo

McLeod

62234

W I L L A M E T T E

M E R I D A N

F la t C r.

E lk

C re ek

Prospect

Burnt Peak

Wheatstone Pt

Olson Mtn.

Round Top

Boswell Mtn.

Battle Mtn.

Springs

Mtn.

Lost

Creek

Res.

E va ns Cr eek

PROJECT LOCATION

(See Sheet A.3 for details) e (max)

V

% Trucks

ADT (2033)

ADT (2013)

0.040

25 MPH

Trail

N A T I O N A L F O R E S T

UMPQUA

ROGUE RIVER -

SISKIYOU

NATIONAL FOREST

See Sheet A.2 for Index to Sheets and asphalt paving concrete curb and gutter, reinforced soil slope, Grading, base, drainage, MSE wall, guardrail, 95% FINAL

A.1

STATE PROJECT

NUMBER

SHEET

OR

PFH 16(7)

P

M

A 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 m s o f0 a a .d g n

N in h P h a

W F L

H

C h e c k e d b y

D e s ig n e d b y

TILLER TRAIL HIGHWAY

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

INDEX TO SHEETS

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

o f0 a b .d g n

U

S S u r ft

B

W A

C K

E R

C h e c k e d b y

B

T H

O M

P S

O e s ig n e d b y

H. DRAINAGE

G. RETAINING WALLS

F. EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

L. PERMANENT TRAFFIC CONTROL

K. TEMPORARY TRAFFIC CONTROL

J. SAFETY FEATURES

I. ROADWAY DETAILS

L.9

L.8

L.7

L.6

L.5

L.4

L.2-3

L.1

K.9

K.8

K.7

K.6

K.5

K.4

K.3

K.2

K.1

J.3

J.2

J.1

I.4

I.3

I.2

I.1

STD W634-2 LINEAR PAVEMENT MARKINGS

STD W633-7 PERMANENT SIGN INSTALLATION, WOOD POSTS

MISCELLANEOUS MARKERS DETAILS

CULVERT ID MARKER AND INSTALLATION DETAILS

TRAFFIC DELINEATORS AND INSTALLATION DETAILS

MILEPOST MARKER SIGNING AND INSTALLATION DETAILS

SIGNING AND PAVEMENT MARKING PLAN

TABULATION OF QUANTITIES

WOOD POSTS

STD 635-14 TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION

CLOSURE LAYOUT (WITH TEMPORARY BARRIER)

STD 635-13 TEMPORARY TRAFFIC CONTROL SINGLE LANE

CLOSURE LAYOUT (WITH SIGNALS)

STD 635-9 TEMPORARY TRAFFIC CONTROL SINGLE LANE

CLOSURE LAYOUT (WITH FLAGGERS)

STD 635-6 TEMPORARY TRAFFIC CONTROL SINGLE LANE

LAYOUT (WITH FLAGGERS)

STD 635-5 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE

PAVEMENTS

STD 635-3 DELINEATION AND SIGNING FOR UNMARKED

STD 635-2 TEMPORARY PAVEMENT MARKINGS

STD 635-1 TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING

TABULATION OF QUANTITIES

ANCHORAGE ASSEMBLY DETAILS

STD 617-15 G4 W-BEAM GUARDRAIL, MELT, LST & CRT

TYPE LST, WOOD POSTS

STD 617-14 G4 W-BEAM GUARDRAIL LOW SPEED TERMINAL

STD 617-10 G4 W-BEAM GUARDRAIL WOOD POSTS

198+00 TO 198+40

DEEP PATCH WITH REINFORCED SOIL SLOPE (RSS)

DEEP PATCH 184+50 TO 185+25

175+80 TO 177+25

DEEP PATCH WITH REINFORCED SOIL SLOPE (RSS)

REINFORCE SOIL SLOPE (RSS) DETAILS

H.7

H.6

H.5

H.4

H.3

H.2

H.1

G.6

G.5

G.4

G.3

G.2

G.1

F.13

F.12

F.11

F.10

F.8-9

F.7

F.6

F.2-5

F.1

E.1

D.6

D.2-5

D.1

C.2

C.1

B.1-3

A.4

A.3

A.2

A.1

IN CUT SLOPES DETAILS

ENERGY DISSIPATOR AND INLET TREATMENT

CURB OUTFALL PROTECTION DETAILS 177+95

PLACED RIPRAP AT CULVERT OUTLET DETAILS

STD 602-3 METAL AND PLASTIC PIPE CULVERT BEDDING

STD 602-2 METAL PIPE CULVERT COUPLING BAND

STD 602-1 METAL PIPE CULVERT

TABULATION OF DRAINAGE QUANTITIES

MSE WALL CONSTRUCTION DETAIL

MSE WALL REINFORCEMENT DETAILS

MSE WALL DETAILS

MSE WALL PLAN AND PROFILE

MSE WALL TYPICAL SECTION

MSE WALL TABULATION OF QUANTITIES

CHECK DAMS

BIOFILTRATION SWALE & FILTER STRIP TYPICAL SECTIONS

TEMPORARY DIVERSION CHANNELS

STABILIZED CONSTRUCTION ENTRANCE/EXIT DETAILS

SEDIMENT WATTLE DETAILS

SILT FENCE DETAILS

BIOFILTRATION SWALE LAYOUT PLAN

SEDIMENTATION & EROSION CONTROL PLANS

TABULATION OF QUANTITIES

TURNOUT PLANS

SURVEY CONTROL

PLAN AND PROFILE SHEETS

TABULATION OF PLAN QUANTITIES

TYPICAL DETAILS

TYPICAL SECTION QUANTITIES AND TYPICAL SECTIONS

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

PRELIM

IN

ARY

NOT FOR C

VICINITY MAPSCALE IN MILES

0 11 2 3

DOUGLAS CO.

JACKSON CO.

N A T I O N A L F O R E S T ke er

C e sr o

H d ae D t s e

W k r o F

Ch icago etoplaW Cr ee k

Cr ee k

Cree k

Romine

Pa ra di se C re ek noynaC keerC tekcirC keerC g n oL hcnarB .r C

C a n o n

Cre ek

Creek

Ch ap m an

E v a n s

C r e e k

Bu ck

Ro ck

Cr ee k ll a

W k e er C si w e L k e er C yrr e

B k e e r

C h c ur B k ee r

C

Cove

Shady

Elk

Rogue

Mountain

Sugarloaf

Gap

Railraod

Mountain

Richter

Mountain

Threehorn

Butte

Pilot

Butte

Ragsdalae

Rock

Alco

Rock

Shell t al F ke er

C el dd i

M ke erC oclA ke er

C hc na r B keerC eniroM t s e W

C r e e k

Butte

Joe Dyer

Hump

Camel

Mountain

Bear

N

See Detail A

SCALE IN MILES

Spring

Beaver

W all k e er C da eD e sr oH

.rC

BEGIN PROJECT

END PROJECT

UMPQUA

Trail

40 Miles to Canyonville

22 Miles to Medford, OR

45 Miles to Crater Lake NP

208+50

MP 44.0

OR PFH 16(7)

153+00

MP 43.0

OR PFH 16(7)

T il le r T r a il H ig h w y

DETAIL A

0.25 0.25 0.5

A.4

STATE PROJECT

p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f0 a d .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

LC

Profile grade

3:1 3:1

Shd.

2'

Traveled way

11'

Traveled way

11'

Shd.

2'

C le a r in g l im it s

C le a r in g l im it s

5' elbairaV elbairaV nworC %2 nworC %2

TILLER TRAIL HIGHWAY

NOTE:

FOOTNOTE:

NO SCALE

3:1

8" compacted depth

Aggregate base, grading D, 3'

2.

1.

4" compacted depth

Recycled aggregate base

5'

4 Includes quantities for outside edges.

Includes quantities for turnouts.

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

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

T y p

194+84 to 208+50

187+75 to 192+57

175+56 to 185+46

153+00 to 173+35

TYPICAL SECTIONS

QUANTITIES AND

TYPICAL SECTION

safety edge detail (typ)

See sheet C.2 for two equal lifts. Tack between lifts

4" compacted depth placed in

Hot asphalt concrete pavement

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

Tackcoat grade CSS-1, 3'

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

Tackcoat grade CSS-1, Remove existing asphalt per Section 413.

Curve widening is reflected in the Staking Report.

stimil gnihcluM

Mul ch in g lim its two equal lifts. Tack between lifts

4" compacted depth placed in

Hot asphalt concrete pavement

3:1

3:1

3:1 el b air a

V elbairaV

LC

Shd.

2'

Traveled way

11'

Traveled way

11'

Shd.

2'

Profile grade

3' 3'

T y p

5'

C le a r in g l im it s 5'

2% Typ.

Varies 1Varies

12" compacted depth at turnout

Aggregate base, grading D, Turnout

Width varies

192+57 to 194+84

185+46 to 187+75

173+35 to 175+56

WITH TURNOUT

TILLER TRAIL HIGHWAY

safety edge detail (typ)

See sheet C.2 for

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

Tackcoat grade CSS-1, base 4" compacted depth

Recycled aggregate

Css-1h, SS-1 or SS-1h

Tackcoat CSS-1, li m it s

C le a r in g

12" compacted depth

Aggregate base, grading D, Mulching limits stimil gnicluM

C.1

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 m s o f0 c a .d h P h

W F L

H

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

FOOTNOTE:

NO SCALE

ROUNDING DETAIL

CUT SLOPE

Original ground

D

Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5' max.

SAFETY EDGE DETAIL

Red top

Point available in survey notes

Second lift of asphalt

First lift of asphalt

Pull aggregate base to cover safety edge

Aggregate base course

30°

5'

5'

C le a r in g l im it

Va ria ble

D

D4

D

Slope stake

1:

1.

LC

2'

Shd.

11'

Traveled way

1.6'

LOCATION DETAIL

TYPICAL GUARDRAIL

for guardrail details

See section J wood posts.

class B, with 8-ft

Guardrail G4 type IV, 6" 6" 12"

1:6 Batter

2" Rad.

A.C.

CONCRETE CURB AND GUTTER

ground

Existing

NOTE:

2.

1.

Bed course material

175+75 to 177+95

Provide expansion joints at max. 60-foot spacing.

Provide contraction joints at max. 10-foot spacing.

m in

"4 gutter lip

" high above4 1Pave

4" Radius

4" Expansion joint material

"4

" T deep3

" Expansion joint2

24"

Top of curb

Gutter removed upon extension of curb

This portion to be

Bottom curb

WITHOUT RAMP DETAIL

TYPE A CURB ENDING

PROFILE VIEW

See Section D Guardrail locations.

course material.

at station 177+90. See SCR Subsection 704.09 for bed normal shoulder. Construct 5-foot curb terminal transition approved by the CO. Curb alignment is the same as edge of

Dimensions are nominal. vary to conform with curb machine

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

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

TYPICAL DETAILS

C.2

STATE PROJECT

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 m s o f0 c b .d lc o lm U ll r ic k ia n n M o r e h o u s

C h e c k e d b y

D e s ig n e d b y

TT

EXPANSION JOINT

CONCRETE CURB

CONTRACTION JOINT

CONCRETE CURB

PRELIM

IN

ARY

NOT FOR C

28902890

2930 2930

B T

W A R N I N G B U R I E D U T I L I T Y

D I

D I D I

D I

D I

D I

D I

D I

B T

D I

M P

,9

.4

6-4.4800%

-7.9300%

175' VC

K = 51

SSD = 400'

,9

.7

-7.9300%

,8

.1

-7.9300%

200' VC

K = 51

P O

T

.0

P C

.4

P T

.5

P C

.2

PT 164+72.86

CP

CP

CP

BEGIN PROJECT

El.=2962.75

E=4284879.6793

N=405478.1498

Line to be constructed

N

Profile grade

Profile grade

Existing ground

Profile grade

Remove drop inlet

Edge of new pavement

Curve= 4500

D

R= 400.00'

T= 217.91'

L= 399.05'

D

Curve= 4501

R= 200.00'

T= 319.55'

L= 404.63' Install new culvert culvert

Remove existing

153+40.00

OR PFH 16(7)

Roadway obliteration

UTILITY CONTACT:

LST LST

Existing ground

Existing ground

Right forced ditch forced ditch

Right

Right forced ditch forced ditch

Right

Roadway obliteration

Remove existing culvert

Install guardrail, LT

LST

soil slope

Install reinforced

154+25 to 154+55, LT soil slope

Install reinforced

164+20 to 164+50, LT

Reinforced soil slope, LT soil slope, LT

Reinforced guardrail, LT

Install

Mark Kimmelshue, OSP Engineer IIContact:

(541) 292-7665 (cell)

(541) 826-6180 (office)Phone:

White City, OR 97503

2650 Anelope RoadAddress:

TELEPHONE: CenturyLink

Sprint Locate: (800) 521-0579

Mike Conley, Field EngineerContact:

(541) 543-3771 (cell)

(541) 942-7410 (office)Phone:

Cottage Grove, OR 97424

78696 Bryson Sears RoadAddress:

FIBER OPTIC CABLE: Sprint Nextel

Grade to drain to new culvert

Roadway obliteration.

Install culvert e= 3.2% e= 4%

Reinforced soil slope, LT

Install culvertInstall culvert new pavement

Edge of

CUYD

EXC.

CUYD

EMB.

165+00 160+00 155+00 150+00

2930 2865

2935 2870

2940 2875

2945 2880

2950 2885

2955 2890

2960 2895

2965 2900

2970 2905

D.3

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 m s o f0 d c .d

C h e c k e d b y

D e s ig n e d b y

Material stockpile

S k e w a n g le

I n s ta ll c u lv e r t

S k e w a n g le

I n s ta ll c u lv e r t

S k e w a n g le

I n s ta ll c u lv e r t

S k e w a n g le

.1

I n s ta ll c u lv e r t

.6

PRELIM

IN

ARY

NOT FOR C

2840 2

28802880

252925

2940 2945

2965 296

2975 2

W A R N I N G

B U R I E D

U T I L I T Y

105105

14031002

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

P T

.8

P C

.9

P T

.6

P C

.6

P T .6

P C .6

PT 178+87.49

PC 180+19.08

-3.9700%

-3.9700%

,8

.4

150' VC

K = 54

-1.1700%

-3.9700%

CP

CP

CP

Existing ground

Profile grade

N

Construct aggregate turnout

Curve= 4502

D

R= 800.00'

T= 57.47'

L= 114.73'

Curve= 4503

D

R= 155.00'

T= 71.46'

L= 133.92'

Curve= 4504

D

R= 100.00'

T= 321.52'

L= 253.85' constructed

Line to be

Existing ground

Profile grade

LST

Left forced ditch

Right forced ditch

Right forced ditch

Install new culvert existing culvert.

Remove

Remove existing culvert

Install MSE wall

170+90 to 173+35, LT

Install deep patch

177+25, LT175+80 to

Install guardrail, LT Install concrete curb, LT

Deep patch, LT

MSE wall, LT culvertInstall swale. See Sheet F.9

Install biofiltration e= 4% e= 4%

See Sheet F.9

Install biofiltration swale.

to remain

Existing culvert e= 2.6% culvert

Install

Edge of new pavement

Edge of new pavement

Edge of aggregate shoulder

CUYD

EXC.

CUYD

EMB.

180+00 175+00 170+00 165+00

2845 2815

2850 2820

2855 2825

2860 2830

2865 2835

2870 2840

2875 2845

2880 2850

2885 2855

D.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 m s o f0 d d .d

C h e c k e d b y

D e s ig n e d b y

S k e w a n g le

I n s ta ll c u lv e r t

S k e w a n g le c u lv e r t

I n s ta ll

S k e w a n g le

I n s ta ll c u lv e r t

PRELIM

IN

ARY

NOT FOR C

35 2835

52835

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

PT

+87 .4

PC

0+ .0

P T

.1

P C

.7

P T

.8

P C

.4

P T

.6

P C

.1

P T

.7

P C

.0

P T

.2

P C

.7

P T

.2

,8

.9

-3.5200%

125' VC

K = 53

SSD = 522'

,8

.0

275' VC

K = 51

,8

.2

+1.89 00%

600' VC

K = 96

SSD = 456'

-1.1700%

-3.5200%

CP

CP

CP

CP

CP

CP

CP

Line to be constructed

N

13538 turnout

Construct aggregate turnout

Construct aggregate

Install new culvert

Remove existing culvert

Install new culvert

Remove existing culvert

Curve= 4505

D

R= 320.00'

T= 257.81'

L= 434.04'

Curve= 4506

D

R= 200.00'

T= 57.57'

L= 112.11'

Curve= 4507

D

R= 300.00'

T= 56.73'

L= 112.15'

Curve= 4508

D

R= 700.00'

T= 49.41'

L= 98.65'

Curve= 4509

D

R= 900.00'

T= 83.85'

L= 167.22'

Curve= 4510

D

R= 200.00'

T= 80.16'

L= 152.48'

Existing ground

Profile grade

Right forced ditch

Left forced ditch

Right forced ditch

Right forced ditch

LST LST

Install guardrail, LT

Remove existing culvert

Install deep patch

184+50 to 185+25, LT

LST

Install guardrail, LT

LST

Install guardrail, LT

LST

Right forced ditch

LT

Deep patch, Reinforced soil slope, LT Reinforced soil slope, LT

Install reinforced soil slope

188+45 to 188+80, LT

Install reinforced soil slope

190+45 to 190+60, LT e= 3.4%

Install culvert e= 4%

Install biofiltration swale. See Sheet F.9 e= 2.6% e= 3.6% e= 2.4% e= 4%

See Sheet F.9

Install biofiltration swale.

177+25 to 181+50, LT

Edge of new pavement shoulder

Edge of aggregate shoulder

Edge of aggregate

CUYD

EXC.

CUYD

EMB.

195+00 190+00 185+00 180+00

2795 2795

2800 2800

2805 2805

2810 2810

2815 2815

2820 2820

2825 2825

2830 2830

2835 2835

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 m s o f0 d e .d

C h e c k e d b y

D e s ig n e d b y

S k e w a n g le

.5

I n s ta ll c u lv e r t

S k e w a n g le

I n s ta ll c u lv e r t

Skew angle 5.05°

Install 30" culvert

187+70

PRELIM

IN

ARY

NOT FOR C

275527

27702770

5 2805

M P4

W A R

N I N

G

B

U R I E D

U T I L I T

Y

W A R

N I N

G

B

U R I E D

U T I L I T

Y

P C

.8

P T

.0

P C

.7

P T

.2

P C

.3

P T

.6

P

C

.4

P T

.7

-4.3400%

-4.3400%

,7

.8

500' VC

K = 50

,8

.5

+5.

+2.01 76%

180' VC

K = 49

SSD = 383'

,8

.3

CP

CP

CP

El.=2806.36

E=4285655.3002

N=402966.5127

END PROJECT

Curve= 4511

D

R= 200.00'

T= 94.89'

L= 177.20'

Curve= 4512

D

R= 200.00'

T= 85.44'

L= 161.50'

Curve= 4513

D

R= 200.00'

T= 31.37'

L= 62.23'

D

R= 600.00'

T= 101.10'

L= 200.31'

Curve= 4514

Install new culvert

Remove existing culvert

Install new culvert existing culvert

Remove

Install new culvert existing culvert

Remove

Line to be constructed

Profile grade

Existing ground

208+50.00

OR PFH 16(7)

Right forced ditch ditch forced

Right existing culvert

Remove

Deep patch, LT Reinforced soil slope, LT

LST

Install guardrail, LT

Install deep patch

198+00 to 198+40, LT

Install reinforced soil slope

198+40 to 199+20, LT e= 4% e= 4% e= 4% e= 2.8%

CUYD

EXC.

CUYD

EMB.

210+00 205+00 200+00 195+00

2775 2775

2780 2780

2785 2785

2790 2790

2795 2795

2800 2800

2805 2805

2810 2810

2815 2815

D.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 m s o f0 d f.

d

C h e c k e d b y

D e s ig n e d b y : New pavement edge

New pavement edge

S k e w a n g le

.4

I n s ta ll c u lv e r t

S k e w a n g le c u lv e r t

I n s ta ll

S k e w a n g le .6 c u lv e r t

I n s ta ll

PRELIM

IN

ARY

NOT FOR C

N

TURNOUT PLANS

Edge of gravel turnout

Line to be constructed

Edge of paved shoulder

25' R

100' R

50'R

Edge of paved shoulder

Line to be constructed

100'R

100'R

Edge of paved shoulder

Edge of gravel turnout

Line to be constructed

(173+35 to 175+56)

TURNOUT 174+50 LT

(192+57 to 194+84)

TURNOUT 193+50 LT

(185+46 to 187+75)

TURNOUT 186+50 LT

turnout

Edge of gravel 100' R

100' R

50' R

13.30'

39.74'

14.51'

Off: 13.66' LT

Sta: 185+45.93

Off: 16.22' LT

Sta: 185+71.69

Off: 26.30' LT

Sta: 185+93.49

Off: 52.74' LT

Sta: 186+59.76

Off: 30.80' LT

Sta: 187+33.92

Off: 20.98' LT

Sta: 187+53.25

Off: 17.60' LT

Sta: 187+74.55

Off: 15.65' LT

Sta: 194+60.44

Off: 19.08' LT

Sta: 175+55.67

Off: 21.78' LT

Sta: 175+33.89

Off: 35.76' LT

Sta: 174+98.41

Off: 19.01' LT

Sta: 173+51.31

Off: 13.00' LT

Sta: 173+35.05

Off: 14.55' LT

Sta: 173+43.72

Off: 51.39' LT

Sta: 174+26.11

Off: 19.22' LT

Sta: 175+44.63

11.33'

32.00'

10.84'

Off: 13.00' LT

Sta: 192+57.16

Off: 15.86' LT

Sta: 192+80.88

Off: 24.33' LT

Sta: 193+02.67

Off: 45.00' LT

Sta: 193+70.92

Off: 23.84' LT

Sta: 194+39.13

Off: 13.40' LT

Sta: 194+84.29

100' R

38.39'

22.17'

4.83'

6.01'

E.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 m s O

R P F

H

E B .d

K ir k L o ft s g a a r d h P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C