JB0001253932 - ALBERTSON COMPANIES INC - TCPSIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'±
RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200'± (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 1001± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
BUFFER DATA
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25 30 35 40 45 50 55 60 65 70
8'
40 40 60 90 - - - - - -
10'
40 60 90 90
LENGTH (feet)
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45 50
55 60
65 70
LENGTH (feet)
155
200
250
305
360 425
495 570
645 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs. > 22,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPH < 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172' 74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
b 4 ® ® �¢ WORK AREA
X X L/3 B R 50'
48' 48"
ROAD
WORK SHOULDER
AHEAD WORK
48' 48"
W20-1 W21-5
CHANNELIZATION DEVICE
SPACINGfeet
MPH TAPER TANGENT
35/40 30 60
25/30 20 40
NOTES
LEGEND
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT).
K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE.
O CHANNELIZING DEVICES
(40 MPH OR LESS)
PROTECTIVE VEHICLE
NOT TO SCALE
FILE NAME S:\Desi n R P& S1-Standardsl2-Plan Sheet Libra 101 -Published PSL\ TC Work Zone Traffic Control\ TC -5 Shoulder Closure - Low Speed 40 MP or Less)\TC-5.dgn Plot 1
TIME 2,59,41 PM —Tr FED.AID PROJ.NO. Amok
Rux Rv
DATE 1/212018 Y�/�
PLOTTED BY Ilddslf WAS �I/ TCS
DESIGNED BY Joe xo..ER
ENTERED BY Washington State ....
CHECKED BY coxTRnm x iounox "". Department of Transportation oR
PROJ. ENGR. re " E TRAFFIC CONTROL PLAN
REGIONAL ADM. REVISION DATE BY
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH) 25
30 35
40 45
50 55
60 65
70
LENGTH (feet) 155
200 250
305 360
425 495
570 645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs. > 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH
45-55 MPH > 55 MPH
100' 123' 172' 74'
100' 150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
LEGEND
SIGN
SPACING = X (1)
TAPER
RURAL HIGHWAYS
= L (feet)
60 /65 MPH
800'±
RURAL ROADS
WIDTH
(feet)
45 /55 MPH
5D0'±
RURAL ROADS & URBAN
ARTERIALS
35 /40 MPH
350'±
RURAL ROADS & URBAN
RESIDENTAL & BUSINESS
ARTERIALS
DISTRICTS
25 / 30 MPH
200'± (2)
URBAN STREETS
11
25 MPH OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED
RAMPS, AT -GRADE INTERSECTIONS
(2) THIS SPACING MAY BE REDUCED
ROADWAY CONDITIONS.
TO ACCOMMODATE INTERCHANGE
AND DRIVEWAYS.
IN URBAN AREAS TO FIT
48'
ROAD
WORK
AHEAD
4e•
W20-1
K
MINIMUM
TAPER
LENGTH
= L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25 30
35 40
45 50
55
60 65 70
10
105 150
205 270
450 500
550
11
115 165
225 295
495 550
605
660 - -
12
125 180
245 320
540 600
660
720 780 -
48'
ROAD
WORK
AHEAD
4e•
W20-1
K
TEMPORARY SIGN LOCATION AHEAD
13
CHANNELIZING DEVICES
t>>D
SEQUENTIAL ARROW SIGN W20 -51L
TRANSPORTABLE ATTENUATOR
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN
E
TEMPORARY SIGN LOCATION (5 -MOUNTING HEIGHT)
LANE SHIFT -THREE LANE ROADWAY
NOT TO SCALE
CHANNELIZATION DEVICE
SPACING feet
MPH TAPER TANGENT
50/60 40 80
35/45 30 60
25/30 20 1 40
PCMS #1
1 2
LEFT 1 MILE
LANE AHEAD
CLOSURE
2.0 SEC 2.0 SEC
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
PCMS #2
1 2
LANE 1 MILE
SHIFTS AHEAD
LEFT
2.0 SEC 2.0 SEC
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
)R WORK HOUR RESTRICTIONS.
2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4.
3. RECOMMENDED EXTENDING DEVICE TAPER (U3) ACROSS SHOULDER.
4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
TIME 2:34:58 PMs lE FED.AID PROJ.NO. � xnx Rv xo
DATE 1/212018 �
PLOTTED BY IlddeM x WAS �I/ TC12
DESIGNED BY +oe xU. R
ENTERED BY Washington State ..EET
CHECKED BY cox.Rnm x Eounox xo. Department of Transportation of
PROJ. ENGR. rz DATE TRAFFIC CONTROL PLAN xx
REGIONAL ADM. REVISION DATE BY
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35 40
45 50
55 60
65 70
LENGTH (feet)
155
200
250 305
360 425
495 570
645 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs. I > 22,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPH < 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172' 74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
300'
ONE LANE .�
ROAD
AHEAD
48"
48" W20-4 48. W20 -7A
ROAD BE
WORK PREPARED
AHEAD TO STOP
48" 48"
W20.1 W20-7111
W20 -7B (OPTIONAL IF
40 MPH OR LESS)
LEGEND
FLAGGING STATION
b TEMPORARY SIGN LOCATION
D CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SIGN SPACING = X (1)
FED.AID PROJ.NO.
RURAL HIGHWAYS 60 /65 MPH
800'±
RURAL ROADS 45/55 MPH
500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH
350'±
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200'± (2)
URBAN STREETS 25 MPH OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100'
6 DEVICE
MIN I I R
O AREA
59TO 100'
6 DEVICE
W20 -7A
ONE LANE
ROAD
AHEAD�
W20-4
W20_7B (OPTIONAL IF
40 MPH OR LESS)
48" 48'
BE ROAD
PREPARED WORK
To STOPrr AHEAD
48" 48" 48. 48'
Or . W20-713ONE LANE W20.1
ROAD
AHEAD
48" 48"
W20 -7A W20-4
BE
PREPARED > W20-713 IONAL IF
40 MPH ..RPT
LESS)
TO STOP
48'
W20 -7B
48'
ROAD
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50/65 10 TO 20 80
35/45 10 TO 20 60
25/30 1 10 TO 20 40
WORK NOTES
AHEAD
48' 1. ALL SIGNS ARE BLACK ON ORANGE.
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
Plot 1
TIME 3:05:14 PMs•"•s
"WAS
FED.AID PROJ.NO.
.e
-E
Amokxnx
�
�I/
Washington State
Department of Transportation
.ss
TC7�
DATE 1/212018
PLOTTED BY Ilddelf
DESIGNED BY +". x ... Ex
sx.E.
o.
ENTERED BY
CHECKED BY c"x.xnm x"wnox
xo.
TRAFFIC CONTROL PLAN
PROJ. ENGR.
REGIONAL ADM. REVISION DATE BY