Tech Spec 1.c Traffic Control Plan - DTFASA-17-R-00152 Portland ASSC (8-18-2017).8-18-2017

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

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SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

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425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

PTSI Managed Services Inc.

ISSUED FOR:

FOR REVIEW PURPOSES ONLY

100% SUBMITTAL - 08/4/2017

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

GENERAL NOTES

GENERAL NOTES

RU09

RU11

RU13

RU10

RU04

RU05RU07

RU03

16.

15.

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RU08

FLAGGERS MUST HAVE CONSTANT COMMUNICATION THROUGH VISUAL CONTACT, PORTABLE RADIOS, OR TELEPHONES.

RESPONSIBILITY FOR SAFETY AT TRAFFIC CONTROL WORK ZONE SITES.

ONLY INDIVIDUALS WHO ARE TRAINED IN THE "PRINCIPLES" OF SAFE TRAFFIC CONTROL SHOULD BE ASSIGNED

LANES TO TRAFFIC.

IMMEDIATELY AND CLEANED UP TO THE CONSTRUCTION MANAGER'S SATISFACTION PRIOR TO OPENING CLOSED

ANY CONSTRUCTION DEBRIS (MUD, GRAVEL, ETC.) THAT FALLS ONTO EXISTING PAVEMENT SHALL BE MOVED

THE CONTRACTOR SHALL NOT ALLOW ANY CONSTRUCTION DEBRIS OUTSIDE OF THE PROJECT BOUNDARY.

THE WORK WITH PDX, AOC, OTHER CONSTRUCTION CONTRACTORS AND THE AIRPORT COMMUNITY.

(____)____-_______, PRIOR TO IMPLEMENTING THIS TRAFFIC CONTROL PLAN FOR THE PURPOSE OF COORDINATING

THE CONTRACTOR WILL NOTIFY 72 HOURS IN ADVANCE [________________] (AIRPORT TRAFFIC ENGINEER), AT

WITH THE PORT OF PORTLAND.

ALL TRAFFIC CONTROL WORK ZONES WITHIN THE AIRPORT ROADWAY NETWORK WILL NEED TO BE COORDINATED

INSPECTIONS OF ALL TRAFFIC CONTROL COMPONENT PARTS.

THE CONTRACTOR RESPONSIBLE FOR THE DEPLOYMENT OF ALL TRAFFIC CONTROL DEVICES SHALL PERFORM

EFFECTIVELY AND THAT ALL DEVICES ARE CLEARLY VISIBLE, CLEAN AND IN GOOD CONDITION.

BE CAREFULLY MONITORED BY THE CONTRACTOR TO ENSURE THAT TRAFFIC CONTROL MEASURES ARE OPERATING

TRAFFIC CONTROL COMPONENT PARTS OR THE AREAS OF A TEMPORARY TRAFFIC CONTROL WORK ZONE SHOULD

FROM THE WORK ZONE SO THAT THEY ARE NOT VISIBLE TO DRIVERS.

WORK ZONE WILL BE REMOVED, COVERED OR TURNED AWAY. OTHER INAPPROPRIATE DEVICES WILL BE REMOVED

WHEN WORK IS SUSPENDED FOR SHORT PERIODS, WARNING SIGNS THAT ARE NO LONGER APPROPRIATE TO THE

ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED IMMEDIATELY WHEN NO LONGER NEEDED.

A WORK ZONE. THE ABSOLUTE MINIMUM LANE WIDTH IS 10 FEET, UNLESS OTHERWISE NOTED.

PDX FIRE AND EMERGENCY RESPONSE VEHICLES MUST HAVE AN ADEQUATE LANE WIDTH FOR MOVEMENTS THROUGH

UNLESS OTHERWISE NOTED.

MUTCD. ALSO, THE MINIMUM WIDTH FOR A TRAVEL LANE IN A CONSTRUCTION WORK ZONE WILL BE 12 FEET, POSITIONED WITH RESPECT TO LOCATION, ORIENTATION, HEIGHT, AND LATERAL CLEARANCE, AS SPECIFIED IN THE

VISUAL ACUITY IS PROVIDED. TO AID IN CONVEYING THE PROPER MEANING, SIGNAGE SHALL BE APPROPRIATELY

PLACEMENT OF TRAFFIC CONTROL SIGNAGE SHALL BE WITHIN THE ROAD USER'S VIEW SO THAT MAXIMUM

CONSTRUCTION.

ENOUGH TRAFFIC CONTROL DEVICES (BARRICADE AND SIGNS) TO REPLACE ANY DAMAGED DEVICES DURING

POSITIONED AT ALL TIMES. ALL DEVICES ARE TO BE REPLACED IF DAMAGED. THE CONTRACTOR SHALL HAVE

WARNING SIGNS ARE TO BE MAINTATINED AND KEPT CLEAN, VISIBLE, IN GOOD CONDITION, AND PROPERLY

PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES, AS WELL AS ADVANCE

ALL PERTINENT ADVANCE WARNING SIGNS.

NO TEMPORARY TRAFFIC CONTROL DEVICES WILL BE ERECTED AT THE WORK ZONE PRIOR TO THE PLACEMENT OF

ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE OREGON DEPARMENT OF TRANSPORTATION AND MUTCD.

CONTRACTOR TO COORDINATE WITH PORT OF PORTLAND PRIOR TO ANY CONSTRUCTION ACTIVITIES.

HOLIDAYS - CONTRACTOR TO COORDINATE WITH PORT OF PORTLAND.

DAY TIME - MONDAY THRU FRIDAY FROM 7 A.M. TO 4 P.M., MAY CHANGE DUE TO WEATHER OR WORK DEADLINES.

CONTRACTOR TO PERFORM CONSTRUCTION ONLY DURING THE FOLLOWING HOURS:

PDX-1103419-C400

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PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

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DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

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425-917-7300

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660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

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32.0

32.5

100'

100'50'

100'

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TAPER

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100' 100' 100' 100'

100' 50'

TAPER

TAPER

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C W

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END

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WORK

M W

32.0

32.5

100'

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100'

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x

C W x

C W

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36x18

G20-2

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G20-2

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

12' LANE 10' MIN

SHLDR SHLDR

2'

UNDER CONSTRUCTION

B

- TYPICAL SECTION

PHASE II

A

- TYPICAL SECTION

PHASE I

RU03

SCALE: 1" = 70'

RU 03 PHASE I

B-

A-

12' LANE10' MIN

SHLDRSHLDR

2'

UNDER CONSTRUCTION

CLOSED

LANE

CLOSED

LANE

RU 03

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G20-2

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

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TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

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WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

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SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

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425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

END

ROAD WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

END

ROAD WORK

MIN 10'

100' 100' 100'

BUFFERTAPER

X

C W x

C W x

C W

36x18

G20-2

36x18

G20-2

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

12' LANE12' LANE

SHLDRSHLDR

CONSTRUCTION

UNDER

12' LANE 10' MIN.

SHLDR

SHLDR

2'

CONSTRUCTION

UNDER

B

- TYPICAL SECTION

PHASE II

A

- TYPICAL SECTION

PHASE I

SCALE: 1" = 70'

RU 04 PHASE I

SCALE: 1" = 70'

RU 04 PHASE II

B- A-

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RU 04

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

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WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

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425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

G

G

G

G

MW

MW

MW

MW

MW

37AeccDbSurfaceContourLab eling (Aec cLand100)

100'

TAPER

100' x

C W

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C W x

C W

36x18

G20-2

36x18

G20-2

36x18

G20-2

36x18

G20-2 x

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C W x

C W

X

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C W

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B U F F E R

T A P E R

ROAD

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WORKEND

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

RU05

SCALE: 1" = 70'

RU 05 PHASE I

A-

12' LANE 10' MIN

SHLDR SHLDR

2'

UNDER CONSTRUCTION

A

- TYPICAL SECTION

PHASE I

RU 05

CLOSED

LANE

INTERFERE WITH TRAFFIC FLOW.

TO BE DONE AS NOT TO

DIRECTION DRILL CONNECTION

PDX-1103419-C403

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PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

N

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

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425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

M W

100'

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20' MIN.

x

C W

36x18

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36x18

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36x18

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SKY CHEF

SCC

FAA

20' MIN

VARIES

CONSTRUCTION

UNDER

A

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PHASE I

SCALE: 1" = 70'

RU 07 PHASE I

A-

DRIVEWAY

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PHASE I

RU07

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TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

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WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

S A

F E

T Y

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T www.parsons.com

425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

T A P

E R

B U

F F

E R x

C W

36x18

G20-2

36x18

G20-2

100'100'

BUFFER TAPER

B U

F F

E R

T A

P E

R

100'

36x18

G20-2

100'

TAPER

36x18

G20-2

50' x

C W

T A

P E

R

X

C W x

C W x

C W

X

C W x

C W

ROAD

AHEAD

WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

G

G

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M W

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T A

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G

36x18

G20-2 x

C W

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C W x

C W x

C W x

C W x

C W

X

C W

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

END

ROAD WORK

END

ROAD WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

.0

21.0

RU 08

SCALE: 1" = 70'

RU 08 PHASE I

SCALE: 1" = 70'

RU 08 PHASE II

12' LANE 10' MIN

SHLDR SHLDR

2'

UNDER CONSTRUCTION

B

- TYPICAL SECTION

PHASE II

A

- TYPICAL SECTION

PHASE I

12' LANE10' MIN

SHLDRSHLDR

2'

UNDER CONSTRUCTION

CLOSED

LANE

CLOSED

LANE

A

B

MIN 10'

MIN 10'

RU08

PDX-1103419-C405

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LEGEND

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

N

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

S A

F E

T Y

Q

U A

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INTEGRITY

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C H

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T www.parsons.com

425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

G

G

G

G

G

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G

G

G

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G

POND

QUIESCENT

PONDS

DETENTIO

N

1' WIDE ROCK WALL

2' HIGH ELECTRIC FENCE

AIR CANNON

100'TAPER

T A P E R

T A P

ER

MIN 1

0'

B U

FF

ER

'3

X

C W x

C W x

C W

X

C W x

C W

36x18

G20-2 x

C W

100'

100'

100'

200'TAPER

50'

36x18

G20-2

120'

100'

TAPER

130'

TAPER

ROAD

AHEAD

WORK

END

ROAD WORK

ROAD

AHEAD

WORK

END

ROAD WORK

G

G

G

G

G

G

G

G

G

G

G

POND

QUIESCENT

PONDS

DETENTIO

N

1' WIDE ROCK WALL

2' HIGH ELECTRIC FENCE

AIR CANNON

MIN 1

0'

100'TAPER

100'TAPER

x

C W

X

C W x

C W

36x18

G20-2

36x18

G20-2 x

C W

X

C W x

C W

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

12' LANE10' MIN

SHLDRSHLDR

2'

UNDER CONSTRUCTION

SCALE: 1" = 70'

RU 09 PHASE I

SCALE: 1" = 70'

RU 09 PHASE II

A

- TYPICAL SECTION

PHASE I

B

- TYPICAL SECTION

PHASE II

12' LANE 10' MIN

SHLDR SHLDR

2'

UNDER CONSTRUCTION

A

B

CLOSED

LANE

CLOSED

LANE

RU 09

RU09

PDX-1103419-C406

ROAD

AHEAD

WORK

END

ROAD WORK

END

ROAD WORK

ROAD

AHEAD

WORK

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:0

:4

N

A M

E

DATE

APPROVED

R U p h a s e

I

II

.d g n

LEGEND

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

E D

M

IS

S

U

M

IS

S

U

TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

N

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T www.parsons.com

425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

100'100'

100'

50'

100'

TAPER

TAPER

T A P E R

T A P E

R

0'

BUFF

ER

100'

BUFFER

100' x

C W x

C W

X

C W

X

C W x

C W x

C W

36x18

G20-2

36x18

G20-2

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

END

ROAD WORK

END

ROAD WORK

P O

L E

R E F L E

C T

A N

IR

C

A N

N O

N

S O

L A

R P

A N

E L

100'

MIN 10'

TAPER

100'

BUFFER

X

C W

100'

36x18

G20-2 x

C W

36x18

G20-2 x

C W

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

ROAD

NARORWS

END

ROAD WORK

ROAD

AHEAD

WORK

END

ROAD WORK

ROAD

AHEAD

WORK

P O

L E

R E F L E

C T

A N

IR

C

A N

N O

N

S O

L A

R P

A N

E L

RU10

12' LANE10' MIN.

SHLDR

SHLDR

2'

CONSTRUCTION

UNDER

CONSTRUCTED

PREVIOUSLY

12' LANE 12' LANE

SHLDR SHLDR

CONSTRUCTION

UNDER

B

- TYPICAL SECTION

PHASE II

A

- TYPICAL SECTION

PHASE I

- A

- B

CLOSED

LANE

RU 10

SCALE: 1" = 70'

RU 10 PHASE II

SCALE: 1" = 70'

RU 10 PHASE I

PDX-1103419-C407

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:0

N

A M

E

DATE

APPROVED

R U p h a s e

I

II

.d g n

LEGEND

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

E D

M

IS

S

U

M

IS

S

U

TCP

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

N

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T www.parsons.com

425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

100'100'

100' 100' 100' 100' 100'

100'

50'

50'

TAPER

TAPER

TAPER

TAPER

100'

BUFFER

100'

BUFFERM

I

N x

C W

X

C W x

C W

36x18

G20-2 x

C W

X

C W x

C W

36x18

G20-2

ROAD

AHEAD

WORK

END

ROAD WORK

ROAD

AHEAD

WORK

END

ROAD WORK

G

G

G

GG

G

100' 100'

MIN 10'

TAPER

100'

BUFFER

X

C W x

C W

36x18

G20-2

36x18

G20-2 x

C W

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

PHASE)

(PREVIOUS

ROAD

NAR OR WS

ROAD

AHEAD

WORK

END

ROAD WORK

END

ROAD WORK

ROAD

AHEAD

WORK

G

G

G

GG

G

12' LANE10' MIN.

SHLDR

SHLDR

2'

CONSTRUCTION

UNDER

CONSTRUCTED

PREVIOUSLY

12' LANE 12' LANE

SHLDR SHLDR

CONSTRUCTION

UNDER

B

- TYPICAL SECTION

PHASE II

A

- TYPICAL SECTION

PHASE I

- A

- B

CLOSED

LANE

RU 11

RU11

SCALE: 1" = 60'

RU 11 PHASE II

SCALE: 1" = 60'

RU 11 PHASE I

PDX-1103419-C408

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:0

:1

N

A M

E

DATE

APPROVED

s h e e t f il e s

R U p h a s e

I.

d g n

LEGEND

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

E D

M

IS

S

U

M

IS

S

U

PORTLAND INTERDATIONAL AIRPORTPORTLAND OR

PROJECT ENGINEER MGR: ENGINEER - SEATTLE

1103419

ENGINEERING SERVICES

SURV/WEATHER

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

C O

N S

T R

U C

T

IO

N

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

D

M E

TY III BARRICADE

TRAFFIC FLOW

FLAGGER

SPACING = 20')

DRUMS (MAX.

UNDER CONSTRUCTION

PREVIOUS PHASE

TEMPORARY SIGN

TEMPORARY SIGN

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T www.parsons.com

425-917-7300

Renton, WA 98057

660 SW 39th St., Suite 215

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

KEY PLAN

GG

G

100' 100'

100'

100' 50'

100'

TAPER

TAPER

100'

BUFFER

100' 100'

100' 100'

100' 50'

TAPER

TAPER

100'

BUFFER

100'

BUFFER

G20-2 x

C W x

C W

X

C W

X

C W x

C W x

C W

36x18

G20-2

36x18

G20-2

RU13

12' LANE 12' LANE

SHLDR SHLDR

CONSTRUCTION

UNDER

SCALE: 1" = 60'

RU 13 PHASE I

A-

A

- TYPICAL SECTION

PHASE I

CLOSED

LANE

RU 13

PHASE I

PDX-1103419-C409

END

ROAD WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

END

ROAD WORK