DEPARTMENT OF TRANSPORTATIONSTATE OF OREGON

PLANS FOR PROPOSED PROJECT

1:1200 - 001

N

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOODRIVER

DALLESTHE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTSPASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

UnityDayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

HermistonBoardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

GoshenFlorence

Lincoln City

Waldport

HomeSweet

DetroitAntelope

Maupin

ForestGrove

Hebo

Cannon Beach

SeasideRainier

Milton-Freewater

30

26

101

20

99W

26 35 197

97

74

84

82

3

3951926

26

205

34

36

126

38

126

20

395

26

7

20

78

95

3953197

58

42

62

140

66

140

101

199

5

22

Bonanza

84

Junction City

BAKER CITY

HEPPNER

Copperfield

LakeSilver

JunctionCaveBEACH

GOLD

OrfordPort

82

LAKEVIEW

CANYONCITY

DayJohn

CITYOREGON

HILLSBORO

DALLAS

Redmond

Z

Z

Val leyJordan

205

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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ATTENTION:

The Oregon Utility Center Is (503) 232-1987.)

The Center. (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

OAR 952-001-0010 Through OAR 952-001-0090.

Center. Those Rules Are Set Forth In

Adopted By The Oregon Utility Notification

Oregon Law Requires You To Follow Rules

140

R_K20853_ts_01.dgn :: Default 8/16/2018 11:48:10 AM hwye43l

PE0025

81 000

WARM SPRINGS HIGHWAY

STA. 892+85 (M.P. 91.12)

S053(035)BEGINNING OF PROJECT

STA. 1524+00 (M.P. 103.09)

S053(035)END OF PROJECT

WASCO & JEFFERSON COUNTIES

Overall Length Of Project - 11.97 Miles

EXCAVATION AREAS

________________________________

________________________________

Signature & date

Print name and title

Concurrence by ODOT Chief Engineer

Approving Authority: ________________________________

authority.

and approved by the ODOT Chief Engineer or their delegated

Exceptions to these standards, if any, have been submitted

These plans were developed using ODOT design standards.

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ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBERNO.

SHEET

A01S053(035)

Della D. Mosier, Region 4 TCM

M.P. 101.5

MANDATORY DISPOSAL SITE

NOVEMBER 2018

QUARRY)

(GEEDER CANYON

M.P. 105.89

SOURCE

MATERIAL

PROSPECTIVE

(M.P. 99.01)

BEGINNING OF PAVING

GRADING, DRAINAGE, PAVING & SIGNING

US26: MP99 - KAHNEETA JUNCTION SEC.

OREGON TRANSPORTATION COMMISSION

DIRECTOR OF TRANSPORTATION

COMMISSIONER

COMMISSIONER

COMMISSIONER

COMMISSIONER

CHAIR

Matthew L. Garrett

Martin Callery

Sean O'Hollaren

Alando Simpson

Bob Van Brocklin

Tammy Baney

INDEX OF SHEETS

SHEET NO. DESCRIPTION

A01 Title Sheet

A02 Index Of Sheets Cont. & Std. Drg. Nos.

AREAS

SLOPE FLATTENING

T. 9 S., R. 12 E., W.M.

T. 8 S., R. 11 E., W.M.

WASCO & JEFFERSON COUNTIES WARM SPRINGS HIGHWAY

US26: MP99 - KAHNEETA JUNCTION SEC.

PLAN

S

FINA

L REVIE

W

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WASCO & JEFFERSON COUNTIES WARM SPRINGS HIGHWAY

US26: MP99 - KAHNEETA JUNCTION SEC.

TRAFFIC CONTROL DETAILS

Brian J. Hughes

Brian J. Hughes

Mark S. Barrett

Joseph J. Rodriguez

EA01

UNDER TRAFFIC

EXISTING GROUND

UNDER TRAFFIC

UNDER CONSTRUCTION

ON 20' MAX. SPACING

28" TUBULAR MARKERS

ON 40' MAX. SPACING

28" TUBULAR MARKERS

TRAFFIC CONTROL PLAN and TPAR

SLOPE FLATTENING

2-LANE, 2-WAY ROADWAY

BARRICADE

SIGN ON TYPE II

FINAL SURFACING

TOP OF STAGE, TEMP. OR

TEMPORARY SIGN SUPPORT

SIGN ON POST

Tubular marker

�

construction

Under

AHEAD

WORK

ROAD

W20-1

TO STOP

PREPARED

BE

W3-4

CW23-2

AHEAD

WORK

ROAD

W20-1

TO STOP

PREPARED

BE

W3-4

CW23-2

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

A

A

15x12

CR4-23

FLAGGER

WAIT FOR

15x12

CR4-23

FLAGGER

WAIT FOR

TPAR

4' min.

Fla

gger

C

CB

B

A

A

A/2

A/2 100'±

100'±

50' to 100'

Taper

50' to 100'

Taper

Fla

gger

route

Temp. ped. accessible

Buffer "B"Buffer "B"

Activity area

SECTION A-A

A

REGIST

EREDPROFESSION

LREENIGNE

OREGON

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TM821, TM822, TM830, TM831, TM833, TM841, TM850, TM851, TM853 & TM871

To be accompanied by dwg. nos. RD500, TM500.TM670, TM671, TM800, TM820

TZ_K20853_tc_01.dgn :: EA01 8/16/2018 11:49:10 AM hwye43l 1"=100' Scale: Rotation: 0°

1-lane, 2-way traffic

18' min.

* Place portable transverse rumble strips according to EA03

according to FLAGGER STATION DELINEATION detail.

* Place additional Tubular Markers for Flagger Stations

Activity Area, as shown or as directed.

along centerline may be increased to 200' within the

during paving operations, the Tubular Marker spacing

* When using pilot cars with flaggers to control traffic

* Use when working within 10' of existing edge of pavement.

NOTE:

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PLAN

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FINA

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W

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WASCO & JEFFERSON COUNTIES WARM SPRINGS HIGHWAY

US26: MP99 - KAHNEETA JUNCTION SEC.

TRAFFIC CONTROL DETAILS

Brian J. Hughes

Brian J. Hughes

Mark S. Barrett

Joseph J. Rodriguez

A

REGIST

EREDPROFESSION

LREENIGNE

OREGON

RENEWS: 12-31-2019

83633PE

TT

ER

RAB NEVETS

KR

AM

41

02 ,71 .

C

ED

TM821, TM822, TM830, TM831, TM833, TM841, TM850, TM851, TM853 & TM871

To be accompanied by dwg. nos. RD500, TM500.TM670, TM671, TM800, TM820

TZ_K20853_tc_01.dgn :: EA02 8/16/2018 11:49:10 AM hwye43l 1"=100' Scale: Rotation: 0°

EA02

UNDER TRAFFIC

UNDER CONSTRUCTION

ON 40' MAX. SPACING

28" TUBULAR MARKERS

TRAFFIC CONTROL PLAN and TPAR

A

A

BARRICADE

SIGN ON TYPE II

TEMPORARY SIGN SUPPORT

SIGN ON POST

CLIMBING LANE CLOSURE

IMMEDIATE GRADING LIMITS

FINAL GRADING LIMITS

UNDER TRAFFIC

EXISTING GROUND

FINAL SURFACING

TOP OF STAGE, TEMP. OR

Activity area

AHEAD

WORK

ROAD

W20-1

AX

C B Y

12' extg. traffic lane 12' extg. traffic lane Under construction

SECTION A-A

"L/3"

A

Taper "L" Buffer "B"

AHEAD

WORK

ROAD

W20-1 AHEAD

CLOSED

RIGHT LANE

CW20-5

W4-2

8' B(III)Rsequential arrow

8' B(III)R &

TPAR TPAR

shldr.

Extg.shldr.

4' min.

W

W Inst. 4" white line

ON 40' MAX. SPACING

TEMP. PLASTIC DRUMS

Temp. concrete barrier, tall.

Temp. concrete barrier, tall.STAGE STA. To STA. TEMP. CONC. BARRIER

I 1414+50 1451+50 3700'

II 1337+50 1367+50 3000'

III 1393+50 1408+50 1500'

100' min.

**Flare

** See "Concrete Barrier Flare Rate Table" on Drg. No. TM800.

striping when stage is complete.

* Replace existing 4" White broken line with temporary

Detail B.

* If Y is greater than 1 mile, use TM853 Passing Lane Closure

* If X is less than 1 mile, use TM853 Passing Lane Closure.

NOTE:

100' min.

**Flare

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PLAN

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FINA

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OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WASCO & JEFFERSON COUNTIES WARM SPRINGS HIGHWAY

US26: MP99 - KAHNEETA JUNCTION SEC.

TRAFFIC CONTROL DETAILS

Brian J. Hughes

Brian J. Hughes

Mark S. Barrett

Joseph J. Rodriguez

A

REGIST

EREDPROFESSION

LREENIGNE

OREGON

RENEWS: 12-31-2019

83633PE

TT

ER

RAB NEVETS

KR

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41

02 ,71 .

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TZ_K20853_tc_01.dgn :: EA03 8/16/2018 11:49:11 AM hwye43l 1"=100' Scale: Rotation: 0°

EA03

RUMBLE STRIP LOCATION

(See details above)

Rumble Strip Cluster

100' 100'

Pavement surface

SECTION A-A

2

A A

X

Trafficof

Direction

X

X =

( W )Lane Width

PORTABLE TRANSVERSE RUMBLE STRIPS

Z

(four strips)Y

(S)Strip Length

spacing

recommended

Z = Manufacturer

Y = 3Z

length in feet (3'-4')

S = Portable rumble strip

W = Width of travel lane in feet

(S)Strip Length

2'

W - (2S+2)

of TrafficDirection

(For use on pavement surfaces)

RUMBLE STRIP CLUSTER

(black, non-reflectorized)

or Conditional Use List

Portable Rumble Strip from QPL

48x48

AHEAD

STRIPS

RUMBLE

A

2

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17.3" 30.2" 17.3"

4'-0" 19.4"

6"D

4"

6"D

4"

6"D

19.4"

W3-4

STOP

PREPARED

BE

TO

W8-1

BUMP

W8-1

BUMP

or after the complete sign sequences.

sign sequences. Place the rumble strips before

* Do not place rumble strips within common

Clusters in each thru lane.

* Multiple lane roadways shall have Rumble Strip

temporary rumble strips. Use black material only.

* DO NOT use white or other colored material for

further information (Section 6.27.3, pgs 6-59).

to installation. See ODOT Traffic Manual for

* State Traffic Engineer approval is required prior

NOTE:

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