TK6786305 - TCP1310
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WORK AREA
W
T
B
L
TEMPORARY BIKE LANE
FAS
L
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ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
POSTED
SPEED LIMIT
25 R2-1
SPEED
LIMIT
POSTED
SPEED LIMIT
35 R2-1
6
D
E
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FAS
OK
R3-6R
R3-6L
OK
NO
SCALE
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
WORK TYPE:AERIAL WORK
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-site
traffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone
- All work will stop while pedestrians are escorted through work zones
- Signs within roadway will be protected by channelization devices
- All traffic control devices used for night work must be retroreflective
FL
A
G
G
E
R
SP
O
T
T
E
R
LEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
N
S
EW
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
Sam Sartain
(P): (253) 363-7384
(E): ssartain@teamcannon.com
PSE
PUGET
SOUND
ENERGY
26-904 - TK6786305
T17N R1E S24
1500 W Yelm Ave, Yelm, WA 98597
TK6786305
--------
SS TH 6/6/25
TCP
SS TH AB
001 002
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
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
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)
RURAL HIGHWAYS 60 165 MPH
800't
RURAL ROADS 45/55 MPH
500'i
RURAL ROADS & URBAN ARTERIALS 35/40 MPH
350't
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200't (2)
URBAN STREETS 25 MPH OR LESS
100'i (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)
481, 48'
BE ROAD
PREPARED WORK
To STOPrr AHEAD
48" 48" 48. 48'
Or . W20.713 ONE LANE W20.1
ROAD
AHEAD
48" 48"
W20-7A W20-4
BE
PREPARED > W20-713 IONAL IF
40 MPH OR(OPTLESS)
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 PM
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FED.AID PROJ.NO.
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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