tz k20536 tc01- document... · tz_k20536_tc01.dgn :: ec03 4/26/2019 2:10:11 pm rick rotation: 0°...

Review:

D. BeckwithChecker:Drafter:

Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 320

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith

TZ_K20536_tc01.dgn :: EA01 4/26/2019 2:10:07 PM Rick Scale: N.T.S.Rotation: 0°AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY

BAKER COUNTY

ODOT I-84: HWY 6 OVER N. HUNTINGTON INTERCHANGEOLD OREGON TRAIL HIGHWAY

TRAFFIC CONTROL PLANEA01

Under construction

LEGEND

Temporary sign on TSS

Type (III) barricade

Portable Changeable Message Sign (PCMS)

(Locate As Directed)

(Suggested Message)

PORTABLE CHANGEABLE MESSAGE SIGN

EAST

panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

DETOUR

ENDWEST

84

DETOUR

WEST

84

DETOUR

2 3

84

DETOUR

4

84

DETOUR

5

1

WEST

M4-8 24"x12"

M3-4 24"x12" TYPE "B"

M1-1 24"x24" TYPE "F"

M6-1R 21"x15" TYPE "B"

M4-8 24"x12"

M3-4 24"x12" TYPE "B"

M1-1 24"x24" TYPE "F"

M6-1L 21"x15" TYPE "B"

M4-8 24"x12"

M3-2 24"x12" TYPE "B"

M1-1 24"x24" TYPE "F"

M6-3 21"x15" TYPE "B"

30"x24"CG20-5

M4-8 24"x12"

M3-2 24"x12" TYPE "B"

M1-1 24"x24" TYPE "F"

M6-2L 21"x15" TYPE "B"

2 MI

WORK

BRIDGE

DETOUR

LOAD USE

OVR SZ

A


(Suggested Message)


B


(Suggested Message)


C

1 MILE

DETOUR

OVR SZ

EXIT 345

LOAD USE

OVR SZ

4

2

3

1

1

5

PCMS

1-8'B(III)RPCMS

1-8'B(III)R

PCMS

1-8'B(III)R

A

B

C

PCMS

1-8'B(III)R

C

BPCMS

1-8'B(III)R

PCMS

1-8'B(III)R

A

I-84

30

84

30

Business Route

EXIT 345

LOAD USE

OVR SZ

OVER-SIZED VEHICLES

Detour I-84 Eastbound

Detour I-84 Westbound

DETOUR

Huntington Hwy

ACCOMPANIED BY STD. DWGS.:

TM822, TM841, TM844 AND TM850.

TM800, TM810, TM820, TM821,

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 320

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith

TZ_K20536_tc01.dgn :: EB01 4/26/2019 2:10:08 PM Rick Scale: N.T.S.Rotation: 0°AVAILABLE UPON REQUEST


ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY

BAKER COUNTY

ODOT I-84: HWY 6 OVER N. HUNTINGTON INTERCHANGEOLD OREGON TRAIL HIGHWAY

TRAFFIC CONTROL PLANEB01

Temporary sign on type (II) barricade

LEGEND

Under construction

Temporary sign on temporary sign support

I-84

30

84

84

I-84

Exit 345

Exit 345


DETOUR


DETOUR

30"x24"

M4-9a(R)

30"x24"

M4-9a(L)

30"x30"

M4-9a

48"x48"

W11-15

30"x30"

R9-3

30

Business Route

30"x30"

M4-9a

48"x48"

W11-15

48"x48"

W11-15

DETOUR

DETOUR


DETOUR 30"x24"

M4-9a(L)

30"x30"

R9-3

30"x30"

M4-9a

DETOUR

Accessible pedestrian route Eastbound

Accessible pedestrian route Westbound

30"x18"

W16-9P

48"x48"

W11-15

30"x18"

W16-9P

48"x48"

W11-15

30"x18"

W16-9P

48"x48"

W11-15

48"x48"

W11-15

30"x18"

W16-9P

48"x48"

W11-15


DETOUR

30"x24"

M4-9a(R)

48"x48"

W11-15

TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE

STAGE I AND II

Huntington Hwy

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith

AVAILABLE UPON REQUEST


BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY

ODOT I-84: HWY 6 OVER N. HUNTINGTON INTERCHANGE

TZ_K20536_tc01.dgn :: EC01 4/26/2019 2:10:08 PM Rick Scale: 1"=200'Rotation: 0°

OLD OREGON TRAIL HIGHWAY

TRAFFIC CONTROL PLANEC01

LEGEND



28" Tubular markers on 40' max. spacing

Temp. plastic drums on 40' max. spacing

Under traffic

Temporary sign

STAGE I

I-84 (OLD OREGON TRAIL HWY)

ROAD WORK

END

Sequential Arrow Sign

48"x24"

CG20-2

1450' T

aper


1-8'B(III)R

1470' Taper

17' Min.

WESTBOUND REPAIRS

48"x48"

W20-1

48"x48"

W20-5LSPEED

XXAHEAD

WORK

ROAD

LIMIT

SPEED

XX

DOUBLE

FINES

48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-1

48"x48"

W4-2L

AHEAD

WORK

ROADSPEED

XXLIMIT

SPEED

XX

provided with temporary speed zone reduction order.

takes place. Sign location and spacing will be

the temporary traffic control and crossover operation

Engineer (503-XXX-XXXX) at least two weeks prior to

Oregon Department of Transportation State Traffic

Contractor to request a speed zone order from *

GENERAL NOTES:

barrier)

(Mount on

36"x36"

W20-1

MILE21

CLOSED

LEFT LANE

MILE21

CLOSED

LEFT LANE

barrier)

(Mount on

36"x36"

W20-5L

barrier)

(Mount on

36"x36"

W4-2L

barrier)

(Mount on

36"x48"

R2-1

barrier)

(Mount on

36"x36"

W3-5a

MA

TC

H LIN

E S

EE S

HEET E

C02

barrier by 6' min.

Overlap existing

3,020' (reflectorized)

Temporary concrete barrier

* *

**

ACCOMPANIED BY STD. DWGS.:

TM833, TM852, TM870 & TM880.

TM800, TM820, TM821, TM822, TM831,

covered once the Temporary Traffic Control is in place.

Existing contradicting permanent traffic signs shall be 3.

existing concrete barrier is removed.

Prior to Staging Traffic, repair pavement in areas where 2.

All temporary concrete barriers shall be tall.1.

Temporary or relocated concrete barrier

19' Min. (Within Taper)

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith



BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY





STAGE I

1470' Taper


1-8'B(III)R

A

A16' Min.

16' Min.16' Min.

16' Min.

WESTBOUND REPAIRS

40'-7" Construction Zone1'-5"

Rail

16'-0" (min.)

Temp. Westbound Lane

16'-0" (min.)

Temp. Eastbound Lane1'-5"Rail

2'-2"

2'-2"

1'-0"

MA

TC

H LIN

E S

EE S

HEET E

C01

barrier by 6' min.

Overlap existing

attenuator

Temporary impact

existing barrier

Connect to

365' Buffer 420' Flare Taper



MA

TC

H LIN

E S

EE S

HEET E

C03

345

EXIT

(Mount on TSS)

90"x60"

E5-1a

1-8'B(III)R

SECTION A - ANot To Scale

Longitudinal deck joint (reflectorized)

Temp. concrete barrier median barrier

Relocate existing

LEGEND





Under traffic

Under construction

Temporary sign

Temporary impact attenuator

GENERAL NOTES:



where existing concrete barrier is removed.

Prior to Staging Traffic, repair pavement in areas 2.


365' Buffer

420' (reflectorized)


1470' Taper


600' Taper (Temp. Striping)

Temporary striping will be added after DAP.

NOTE:



FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith



BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY





LEGEND





Under traffic

Temporary sign

STAGE I



MA

TC

H LIN

E S

EE B

EL

OW

MA

TC

H LIN

E S

EE A

BO

VE

MA

TC

H LIN

E S

EE S

HEET E

C02

ROAD WORK

END

48"x24"

CG20-2



1-8'B(III)R17' Min.

WESTBOUND REPAIRS

1450' Taper1000'







GENERAL NOTES:

48"x48"

W20-1

48"x48"

W20-5R

SPEED

XX AHEAD

WORK

ROAD

LIMIT

SPEED

XXDOUBLE

FINES

48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-148"x48"

W4-2R

485' Shoulder Taper

MILE21

CLOSED

RIGHT LANE

*

*

48"x48"

W20-148"x48"

W20-5R

SPEED

XX AHEAD

WORK

ROAD

LIMIT

SPEED

XXDOUBLE

FINES48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-1

48"x48"

W4-2R

MILE21

CLOSED

RIGHT LANE

*

*



FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith



BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY





LEGEND





Under traffic

Temporary sign

STAGE II



48"x48"

W20-1

48"x48"

W20-5R

1000'


1-8'B(III)R

1450' Taper

17' Min.

SPEED

XX

AHEAD

WORK

ROAD

LIMIT

SPEED

XX

EASTBOUND REPAIRS

DOUBLE

FINES

48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-1

MILE21

CLOSED

RIGHT LANE

48"x48"

W4-2R

AHEAD

WORK

ROAD

SPEED

XXLIMIT

SPEED

XX

MILE21

CLOSED

RIGHT LANE







GENERAL NOTES:

barrier)

(Mount on

36"x36"

W20-1

barrier)

(Mount on

36"x36"

W3-5a

barrier)

(Mount on

36"x48"

R2-1

barrier)

(Mount on

36"x36"

W20-5R

barrier)

(Mount on

36"x36"

W4-2R

*

*

**

MATC

H LIN

E S

EE S

HEET E

C05

485' Shoulder Taper

once the Temporary Traffic Control is in place.

contradicting permanent traffic signs shall be covered 1.

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith



BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY





LEGEND





Under traffic

Under construction

Temporary sign

STAGE II

I-84 (O

LD O

REGO

N T

RAIL H

WY)

ROAD WORK

END

MATC

H LIN

E S

EE E

C04

48"x24"

CG20-2

(Mount on TSS)

48"x48"

W1-4(L)

1000'

1-8'B(III)R

17' Min.

EASTBOUND REPAIRS

MA

TC

H LIN

E S

EE B

EL

OW

Temporary impact attenuator

barrier by 6' min.

Overlap existing

420' Taper

MA

TC

H LIN

E S

EE A

BO

VE

ROAD WORK

END

48"x24"

CG20-2

A

A16' Min.

SECTION A - ANot To Scale

attenuator

Temporary impact

16' Min.

1000'

345

EXIT


1-8'B(III)R

(Mount on TSS)

90"x60"

E5-1a

MA

TC

H LIN

E S

EE S

HEET E

C06

365' Buffer

40'-7" Construction Zone16'-0" (min.)Temp. Eastbound Lane

16'-0" (min.)Temp. Westbound Lane

2'-2"

1'-5"

2'-2"

3'-3"

1'-5"

Longitudinal deck joint

barrier by 6' min.

Overlap existing

(reflectorized)

Temp. concrete barrier

median barrier

Relocate existing

440' Flare Taper

365' Buffer1100' Taper

concrete barrier

Connect to relocated

1100' Taper

Existing bridge rail

Existing bridge rail



440' (reflectorized)


Buffer

365'

GENERAL NOTES:



existing concrete barrier is removed.

Prior to Staging Traffic, repair pavement in areas where 2.





600' Taper (Temp. Striping)

Temporary striping will be added after DAP.

NOTE:


17' Min.


FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Review:


Designer:

SHEET NO.

GTEng CAD

503.719.7997

PORTLAND, OR 97204

SUITE 220

227 SW Pine Street

A. Woldetinsae

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

D. Beckwith



BAKER COUNTY

ACCEPT

ANCE PLA

NS

DRAFT DESI

GN

INFO

RMATIO

N ON

LY





LEGEND





Under traffic

Temporary sign

STAGE II


MA

TC

H LIN

E S

EE S

HEET E

C05


1450' Taper

1-8'B(III)L


EASTBOUND REPAIRS

48"x48"

W20-1

48"x48"

W20-5L

SPEED

XX

AHEAD

WORK

ROAD

LIMIT

SPEED

XX DOUBLE

FINES

48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-1

48"x48"

W4-2L MILE2

1

CLOSED

LEFT LANE







GENERAL NOTES:

48"x48"

W20-1

48"x48"

W20-5L

SPEED

XXAHEAD

WORK

ROAD

LIMIT

SPEED

XXDOUBLE

FINES

48"x36"

R2-6aP

48"x48"

W3-5a

48"x60"

R2-148"x48"

W4-2L

MILE21

CLOSED

LEFT LANE

**

*

*

485' Shoulder Taper



17' Min.

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

tz k20536 tc01- document... · tz_k20536_tc01.dgn :: ec03 4/26/2019 2:10:11 pm rick rotation: 0°...

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