Stationary Work - Spokane Valley, WA

Stationary Work

• Typical Center Lane Closure (SV-TC-101)• Typical Road Closure - Local Access (SV-TC-102)• Typical Lane Closure Without Flaggers - Low Volume Road (SV-TC-103)• Typical Lane Shift - Two Lane Roadway with Center Turn Lane (SV-TC-105)• Typical One-Lane, Two-Way Traffic Control with Flaggers (WSDOT TC 1)• Typical Single Lane Closure for Multi-Lane Roadways (SV-TC-106)• Typical Double Lane Closure for Multi-Lane Roadways (WSDOT TC 4)• Typical Shoulder Closure - Low Speed (40 mph or less) (WSDOT TC 5)• Typical Shoulder Closure - High Speed (45 mph or higher) (WSDOT TC 6)• Typical Lane Shift - Three Lane Roadways (WSDOT TCP12)• Typical Intersection Lane Closure - Three Lane Roadway (WSDOT TC14)• Typical Roundabout Flagging Operation (WSDOT TC18)

Short Duration and Very Short Duration

• Typical Short Duration Lane Closure - 2 Lane Operation (WSDOT TCP 14)• Typical Short Duration Lane Closure - Multi-Lane Operation (WSDOT TCP 15)• Typical Short Duration Shoulder Work - Multi-Lane Operation (WSDOT TCP 16)• Typical Short Duration Work Operation - Intersection Location (WSDOT TCP 17)• Typical Very Short Duration Work Operation - Outside Traveled Way -Two Lane or

Multi-lane Highway (WSDOT TCP 18)• Typical Very Short Duration Work Operation- Multi-Lane Approach, Low Speed (40

mph or lower) (WSDOT TCP 19)

Intersection Operations

• Typical Intersection - Pedestrian Traffic Control (WSDOT TC16)• Typical Intersection Lane Closure - Three Lane Roadway (WSDOT TC 27)

http://www.spokanevalley.org/filestorage/124/210/948/1496/2831/TCP_16.pdf

WORK AREA

L/2

TAPER

X X X

NOT TO SCALE

LANE

WIDTH

(feet)

CHANNELIZATION DEVICE

SPACING (feet)

LEGEND

TYPICAL CENTER LANE CLOSURE

RURAL ROADS & URBAN ARTERIALS

RESIDENTAL & BUSINESS DISTREICTS

TRANSPORTABLE ATTENUATOR

NO SPECIFIED

DISTANCE

REQUIRED

MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM

WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS

RECOMMENDATION.

MAY BE A WORK VEHICLE STRATEGICALLY

LOCATED TO SHIELD THE WORK AREA.

TEMPORARY SIGN LOCATION

CHANNELIZING DEVICES

ARROW BOARD

PROTECTIVE VEHICLE

(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE

RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.

(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT

ROADWAY CONDITIONS.

NOTES:

1. NO FLAGGER'S OR SPOTTERS.

2. ALL SIGNS ARE BLACK ON ORANGE.

3. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.

30 FEET MIN.

TO

100 FEET MAX.

MINIMUM TAPER LENGTH = L (feet)

SIGN SPACING = X (1)

BUFFER DATA

Posted Speed (mph)LONGITUDINAL BUFFER SPACE = B

RURAL ROADS


URBAN STREETS

BUFFER VEHICLE ROLL AHEAD DISTANCE = R

SPEED (MPH)

LENGTH (feet)

B

SV-TC-101

WORK AREA

100' 100'

NOT TO SCALE

LEGEND

TYPICAL ROAD CLOSURE - LOCAL ACCESS


NOTES:

1. NO FLAGGER'S OR SPOTTERS.


200' - 350'

200' - 350'

200' - 350'

200' - 350'

SV-TC-102

SV-TC-103

WORK AREA

DEVICE SPACING 1/2 DISTANCE FOR

OPPOSING TRAFFIC DEVICES

20' X XL/2B

L/2XX

MPH

50/60

35/45

25/30

TAPER TANGENT

40

30

20

80

60

40

RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'

45 / 55 MPHRURAL ROADS 500'

60 / 65 MPH 800' RURAL HIGHWAYS


RESIDENTAL & BUSINESS DISTREICTS

25 / 30 MPH 200' (2)

URBAN STREETS 25 MPH OR LESS 100' (2)

25 30 35 40 4550

55 60 65 70

250 305 360 425 495 570 645155 200

NO SPECIFIED

DISTANCE

REQUIRED

-

R

2530

35

40

45 50 55

10

12

550

605

660

60

11

105

125

150205 270 450

500

165 225

295 495

550

180

245

320540

600

115

65 70

LANE

WIDTH

(feet)

-

780

-

- -

-

-

660

720


SPEED (MPH)

LENGTH (feet)

MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM WEIGHT SHALL

BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION.

MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD

THE WORK AREA.

PROTECTIVE VEHICLE

LEGEND

TYPICAL LANE SHIFT - TWO LANE ROADWAY

WITH CENTER TURN LANE




TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)

NOTES:

NO FLAGGERS OR SPOTTERS.

RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.

ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.

SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.

1.

2.

3.

4.




ROADWAY CONDITIONS.

30 FEET MIN.

TO

100 FEET MAX.

NOT TO SCALE

SV-TC-105

SV-TC-106

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.

REGIONAL ADM. REVISION DATE BY

SHEET

OF

SHEETS

Washington State

Department of Transportation

P.E. STAMP BOX P.E. STAMP BOX

DATE DATE

LOCATION NO.CONTRACT NO.

JOB NUMBER

REGION

NO.

STATE FED.AID PROJ.NO.

WASHPLOTTED BY

PLAN REF NO

FletcCo

9/18/2014

1:16:53 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-1) One Lane, Two Way Traffic Control with Flaggers\TC-1.dgn

Plot 1

TC1

TRAFFIC CONTROL PLAN

LEGENDW20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

TO STOP

PREPARED

BE

W20-7B

48"

48"

W20-4

AHEAD

ROAD

ONE LANE

48"

48"

W20-7A

W20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

W20-4

AHEAD

ROAD

ONE LANE

48"

48"

TO STOP

PREPARED

BE

W20-7B

48"

48"

W20-7A

ROADWAY CONDITIONS.


INTERSECTIONS AND DRIVEWAYS.

(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE

URBAN STREETS

35 / 40 MPH

25 / 30 MPH

45 / 55 MPH

60 / 65 MPH

48"

48"

W20-7A

W20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

W20-4

AHEAD

ROAD

ONE LANE

48"

48"

TO STOP

PREPARED

BE

W20-7B

LONGITUDINAL BUFFER SPACE = B

30 35 40 45 50 55 60 65 70

250 305 360 425 495 570

BUFFER DATA

200

THE WORK AREA.

MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD


-

50/65

TAPER TANGENT

10 TO 20

NOTES:

1.

100 FEET MAX.

TO

30 FEET MIN.

SPEED (MPH) 25

155 645


MANUFACTURERS RECOMMENDATION.

WEIGHT SHALL BE IN ACCORDANCE WITH THE


LENGTH (FEET)

PROTECTIVE VEHICLE

REQUIRED

DISTANCE

NO SPECIFIED

MPH

SPACING (FEET)


35/45

25/30

10 TO 20

10 TO 20 40

60

80


RURAL HIGHWAYS

RURAL ROADS


RESIDENTIAL & BUSINESS DISTRICTS

RURAL ROADS, URBAN ARTERIALS,

25 MPH OR LESS ï»¿100’ î�

ï»¿200’ î�

ï»¿350’

ï»¿500

ï»¿800

2.

3.


ADDITIONAL DETAILS.

FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR

NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT

SHOULDER IS RECOMMENDED.

EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS

ALL SIGNS ARE BLACK ON ORANGE.

WITH FLAGGERS

ONE-LANE, TWO-WAY TRAFFIC CONTROL

NOT TO SCALE

INT

ER

SE

CTIN

G

RO

AD

WA

Y

40 MPH OR LESS)

W20-7B (OPTIONAL IF

40 MPH OR LESS)

W20-7B (OPTIONAL IF

40 MPH OR LESS)

W20-7B (OPTIONAL IF

PROTECTIVE VEHICLE



FLAGGING STATION

300’

50’ TOX

AREA

WORK

XMIN.

6 DEVICE

50’ TO 100’

BRMIN.

6 DEVICE

50’ TO 100’

XX X X

X X X

XX

X

LANE WIDTH (feet)

10

11

12

MINIMUM LANE CLOSURE TAPER LENGTH

Posted Speed (mph)

25 30 35 40 45 50 55

105 150 205 270 450 500 550

115 165 225 295 495 550 605

125 180 245 320 540 600 660

= L (feet)

60 65

660

720 780

MINIMUM SHOULDER TAPER LENGTH = U3 (feet)

SHOULDER Posted Speed (mph)

70

840


FREEWAYS & EXPRESSWAYS

RURAL HIGHWAYS

RURAL ROADS



RESIDENTAL & BUSINESS DISTRICTS

URBAN STREETS

55 /70 MPH

60 /65 MPH

45 /55 MPH

35 /40 MPH

25 /30 MPH

25 MPH OR LESS

1500' ±

BOO'±

500'±

350'±

200'± (2)

100' ± (2)

(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.

(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.

WIDTH r----.----,-----,----,----,-----,----,----,-----,---_, (feet) 25 30 35 40 45 50 55 60 65 70

8' 40 40 60 90 120 130 150 160 170 190

10' 40 60 90 90 150 170 190 200 220 240

USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.

LEGEND

TRAFFIC SAFETY DRUM


[)[>[> SEQUENTIAL ARROW SIGN

kl

kl

ROAD WORK AHEAD

W20-1

X

48"

48"

kl kl

kl kl

X

I~ 48"

RIGHT W4-2(L) TWO LANES

CLOSED AHEAD

48"

W20-501

48"

I~ 48"

W4-2(L) 1000' or X

kl

I U3 I

X L 2L

48"

48"

CHANNELIZATION DEVICE SPACING (feet)

MPH

50/70

35/45

25/30

TAPER TANGENT

40 80 30 60

20 40

PCMS

2 LANES CLOSED AHEAD

2.0 SEC

2

WATCH FOR SLOW

TRAFFIC

2.0 SEC

FIELD LOCATE 1 MILE :t IN ADVANCE OF LANE CLOSURE SIGNING.

<81 <81 <81

L B

BUFFER DATA


SPEED (MPH) 65 70

LENGTH (feet) 155 200 250 305 360 425 495 570 645 730


TRANSPORTABLE ATTENUATOR 30 FEET MIN. MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION.

TO 100 FEET MAX.

\ ~

\~ SEE NOTE 4

200'

NOTES:


2. EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER.

3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES.

4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED).

8-¢-1 : ~~ TRANSPORTABLE ATTENUATOR

I PCMSI PORTABLE CHANGEABLE MESSAGE SIGN DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS

5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT).

FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ.ENGR. REGIONAL ADM.

TEMPORARY SIGN LOCATION (5' (FT) MOUNTING HEIGHT) NOT TO SCALE

S:\Design R P& S\4-Standards\2-Pian Sheet Library\01-Published PSLI(TC) Work Zone Traffic Controi\(TC-4) Double-Lan Closure for Multi-Lane Road wys\TC-4.dgn 3:28:32 PM ··:~ON I STATE FED.AID PROJ.NO. 1/15/2015

IWASH berensb JOB NUMBER

CONTRACT NO. LOCATION NO.

DATE

REVISION DATE BY P.E. STAMP BOX

DATE

P.E. STAMP BOX

Washington State Department of Transportation



Plot 1 PLAN REF NO

TC4

SHEET

OF

SHEETS

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

9/18/2014

1:20:14 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-5) Shoulder Closure - Low Speed (40 MPH or Less)\TC-5.dgn Plot 1

TC5


WORK AREA

W20-1

48"

48"

AHEAD

WORK

ROAD

W21-5

48"

48"

WORK

SHOULDER


URBAN STREETS 25 MPH OR LESS ï»¿100’ î�

ï»¿200’ î�

35 / 40 MPH

25 / 30 MPH

ï»¿350’

25 30 35 40 45 50 55 60 65 70(feet)

WIDTH

SHOULDER Posted Speed (mph) LONGITUDINAL BUFFER SPACE = B


SPEED (MPH) 25 30 35 40 45 50 55 60 65 70

LENGTH (feet) 250 305

BUFFER DATA

155 200


(40 MPH OR LESS)

MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)

MPH

35/40

25/30

TAPER TANGENT

30

20

60

40

10’

8’ 40 -

- -

- -

-

-

-

-

-

-

-40

40

60

60

90

90

90

USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8’

PROTECTIVE VEHICLE

100 FEET MAX.

TO

30 FEET MIN.

ROADWAY CONDITIONS.


INTERSECTIONS AND DRIVEWAYS.

(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE


RESIDENTIAL & BUSINESS DISTRICTS

RURAL ROADS, URBAN ARTERIALS,

RECOMMENDATION.



THE WORK AREA.

MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD REQUIRED

DISTANCE

NO SPECIFIED

SPACING (feet)CHANNELIZATION DEVICE

SHOULDER CLOSURE - LOW SPEED

NOT TO SCALE

NOTES:

1.

2.

PROTECTIVE VEHICLE



LEGEND

X X L/3 B R 50’

2’

MIN.

10’

MIN.


DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20’ (FT).

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

9/18/2014

1:21:04 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-6) Shoulder Closure - High Speed\TC-6.dgn Plot 1

TC6


WORK AREA

48"

48"

W20-301

CLOSED

SHOULDER

W20-1

48"

48"

AHEAD

WORK

ROAD

W21-5

48"

48"

WORK

SHOULDER

FREEWAYS & EXPRESSWAYS

RURAL ROADS 45 / 55 MPH ï»¿500’

ï»¿800’

55 / 70 MPH

60 / 65 MPHRURAL HIGHWAYS

TM

A

TM

A



SPEED (MPH) 25 30 35 40 45 50 55 60 65 70

LENGTH (feet)

BUFFER DATA


MPH

50/70

35/45

TAPER TANGENT

40

30

80

60

360 425 495 570 645 730- - - -

25 30 35 40 45 50 55

10’

60

8’

65 70(feet)

WIDTH

SHOULDER Posted Speed (mph)

160

200 220

170 190

240

150

190

130

170

120

150

MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)

USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8’.

ï»¿1500

100 FEET MAX.

TO

30 FEET MIN.

LEGEND


TRAFFIC SAFETY DRUM


SHOULDER CLOSURE - HIGH SPEED

NOT TO SCALE

NOTES:

1.

3.

2.




SPACING (feet)


RECOMMENDATION.



2’

MIN.

XXX L/3 B R 100’

- - - -

----


20’ (FT) O.C.

DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE

NECESSARY, LANE SHALL BE CLOSED.

NO ENCROACHMENT IN TRAVELED LANE. IF ENCROACHMENT IS

Page 2-14 W

ork Zone Traffic Control G

uidelines M

54-44.04

February 2012

TCP 12 – Typical Lane Shift – Three Lane R

oadway

Stationary Work Zones

Chapter 2

Plot 1

TC14


FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

9/18/2014

1:27:17 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-14) Intersection Lane Closure - Three Lane Roadway\TC-14.dgn

OPTIONAL IF 40 MPH OR LESS

48"

48"

TO STOP

PREPARED

BE

W20-7B

48"

48"

TO STOP

PREPARED

BE

W20-7B

48"

48"

W20-7A

48"

48"

W20-4

AHEAD

ROAD

ONE LANEW20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

W20-7A

48"

48"

CENTER LANE

CLOSED

AHEAD

W20-5C

W20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

W20-7A

48"

48"

W20-7A48"

48"

TO STOP

PREPARED

BE

W20-7B

48"

48"

W20-4

AHEAD

ROAD

ONE LANE

W20-1

48"

48"

AHEAD

WORK

ROAD

48"

48"

TO STOP

PREPARED

BE

W20-7B

W1-4(L)

48"

48"

W20-1

48"

48"

AHEAD

WORK

ROAD

MPH

50/70

35/45

25/30

TAPER TANGENT

40

30

20

80

60

40

RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH ï»¿350’

45 / 55 MPHRURAL ROADS ï»¿500

60 / 65 MPH ï»¿800RURAL HIGHWAYS

25 / 30 MPH ï»¿200’ î�

URBAN STREETS 25 MPH OR LESS ï»¿100’ î��




SPEED (MPH) 25 30 35 40 45 50 55 60 65 70

LENGTH (feet) 250 305 360 425 495 570 645

BUFFER DATA

155 200


-

KEEP

RIGHT

24"

30"

B/WR4-7B

1

1

1

25 30 35 40 45 50 55

10

12

550

605

660

60

11

105

125

150 205 270 450 500

165 225 295 495 550

180 245 320 540 600

115

65 70

MINIMUM TAPER LENGTH = L (feet)

Posted Speed (mph)

-

-

- -

-

720

660

- -

PROTECTIVE VEHICLE

100 FEET MAX.

TO

30 FEET MIN.

INTERSECTION LANE CLOSURE ~ THREE LANE ROADWAY

NOT TO SCALE

1.

NOTES

2.

3.

4.

5.

LEGEND

TEMPORARY SIGN LOCATION (5’ MOUNTING HEIGHT)

PROTECTIVE VEHICLE - RECOMMENDED



FLAGGING STATION

ROADWAY CONDITIONS.






(feet)

WIDTH

LANE

RECOMMENDATION.



THE WORK AREA.

MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD REQUIRED

DISTANCE

NO SPECIFIED SPACING (feet)


AREA

WORK

XX

XX

1

1

XX

XX

L/2 X XXX

L/2DEVICE SPACING 1/2 DISTANCE

FOR OPPOSING TRAFFIC DEVICES

L/2

XX

DEVICE SPACING 1/2 DISTANCE

FOR OPPOSING TRAFFIC DEVICES

L/2X X B

R

ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.

WITHIN WORK AREA LIMITS.

MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS

SIGN W1-4.

FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF

OR TURNED OFF DURING FLAGGING OPERATIONS.

IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE"

RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.

~ "'

48" >< ~ ~ BE

PREPARED "' TO STOP

48"

$. ><

W20-7B

"'

>< W20-7A

- c-- !I 50' MIN. ll 100'MAX. ll

~

~ ll

ll

I ll ll

ll

I i

~W12·1

50' MIN.

~ 100'MAX. \_~

~ W20-7A

X X


RURAL ROADS 45 /55 MPH 500'±

RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'±

RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 200' ± (2)


URBAN STREETS 25 MPH OR LESS 100' ± (2)

(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.

(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.

4811

BE

PREPARED

TO STOP 48" ROAD

W20-7B WORK

AHEAD

W20-1

X

48"

48"

CHANNELIZATION DEVICE SPACING (feet)

MPH TAPER TANGENT

50/55 40 80 35/45 30 60 25/30 20 40

0~~ "o t,i ~OOo~- cc c :I ~ ll ll .. .,c

r:: ll ~ _, WORK c -----:;.-----/;>

L

X X X

48" BE

PREPARED

TO STOP

48" 48"

$. ROAD W20-7B WORK

AHEAD 4811

W20·1 W20-7A

LEGEND

FLAGGING STATION


ll CHANNELIZING DEVICES

r:::m PROTECTIVE VEHICLE • RECOMMENDED

I I \ 50' MIN.

100'MAX.

T

1

e W12-1

AREA c

W20-7A

2 --+--------~(

48" ROAD

2 _.!...._ __ ,( WORK

AHEAD 48"

W20-1

BE

PREPARED

TO STOP

W20-7B

48'

48'

FILE NAME TIME

S:\Design R P& S\4-Standards\2-Pian Sheet Library\01-Published PSL\(TC) Work Zone Traffic Controi\(TC-18) T pical Roundabout Flagging Operation C-1B.dgn 3:47:03 PM RE:~~ STATE FED.AID PROJ.NO. 1/15/2015

WASH DATE PLOTTED BY berensb DESIGNED BY JOB NUMBER

ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO.

PROJ.ENGR. DATE DATE

REGIONAL ADM. REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX

NOTES

1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS, SEE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.

2. PROTECTIVE VEHICLE RECOMMENDED ·MAY BE A WORK VEHICLE.

3. TYPICAL APPLICAITON SHOWN, ADJUST FOR SITE CONDITIONS.

TYPICAL ROUNDABOUT FLAGGING OPERATION

Washington State Department of Transportation

NOT TO SCALE


Plot 1 PLAN REF NO

TC18

SHEET

OF

SHEETS

WSD

OT W


uidelines for Maintenance O

perations M

54-44.05 Page 3-11

Decem

ber 2014

Chapter 3

Short Duration W

ork Zones

TCP 14 – Typical Short D

uration Lane Closure (Tw

o-Lane, Two-W

ay Highw

ay Application)

Page 3-12 W

SDO

T Work Zone Traffic C

ontrol Guidelines for M

aintenance Operations

M 54-44.05

D

ecember 2014

Short Duration W

ork Zones C

hapter 3


uration Lane Closure (M

ulti-Lane Freeway and H

ighway A

pplication)

WSD

OT W



perations M

54-44.05 Page 3-13

Decem

ber 2014

Chapter 3

Short Duration W

ork Zones


uration Shoulder Work (M

ulti-Lane Application)

Page 3-14 W

SDO




M 54-44.05

D

ecember 2014

Short Duration W

ork Zones C

hapter 3


uration Work O

peration (Intersection Application)

WSD

OT W



perations M

54-44.05 Page 3-15

Decem

ber 2014

Chapter 3

Short Duration W

ork Zones

TCP 18 – Typical Very Short D

uration Work O

peration (Outside Traveled W

ay) (Two-Lane or

Multi-Lane H

ighways

WSD

OT W



perations M

54-44.05 Page 3-11

Decem

ber 2014

Chapter 3

Short Duration W

ork Zones


uration Lane Closure (Tw

o-Lane, Two-W

ay Highw

ay Application)

Page 3-16 W

SDO




M 54-44.05

Decem

ber 2014

Short Duration W

ork Zones C

hapter 3

TCP 19 – Typical Very Short D

uration Work O

peration (Multi-Lane A

pplication, Low Speed,

40 mph or Low

er)

Plot 1

TC16

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

9/18/2014

1:28:42 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-16) Intersection Pedestrian Traffic Control\TC-16.dgn

R/W

24" x 30"

R8-3

CLOSED

SIDEWALK

CROSS HERE

AHEAD

SIDEWALK CLOSED

WORK AREA

CROSS HERE

AHEAD

SIDEWALK CLOSED

B/W

24" x 12"

R9-11

B/W

24" x 12"

R9-11

B/W

24" x 12"

R9-9

USE OTHER SIDE B/W

24" x 12"

R9-10

NO

PARKING

SIDEWALK CLOSED

SIDEWALK DIVERSION SIDEWALK DETOUR

DETOUR

DETOUR

30"

24"

30"

24"

USE OTHER SIDE

B/W

24" x 12"

R9-10

SIDEWALK CLOSED

PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED.

24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL.

INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA

1.

NOTES

ACCESSIBLE TO PEDESTRIANS.

THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT

TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON

STANDARD SPECIFICATION 1-10.2(1)B.

ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE

SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS.

PRIOR TO IMPLEMENTING ANY CLOSURES.

CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES

A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM).

CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY.

2.

3.

4.

5.

6.

LEGEND

TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS

PEDESTRIAN CHANNELIZING DEVICES



PEDESTRIAN CONTROL AND PROTECTION

INTERSECTION PEDESTRIAN TRAFFIC CONTROL

NOT TO SCALE

WORK AREA

X

10’

MIN.

10’ MIN.

B/O

M4-9B

B/O

M4-9B

Page 5-2 W


uidelines M

54-44.04

February 2012

TCP 27 – Typical Intersection Lane C

losure – Three-Lane Roadw

ay

Intersection Operations

Chapter 5

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