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TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND
REFERENCE PLAN SET
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
REVIEWED AS NOTED
i
NWR TRAFFIC OPERATIONS
MINIMUM
TAPER
LENGTH IN
FEET
(L)
LANE
WIDTH
(FEET) 25
POSTED SPEED (MPH)
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
650
720
780
840
SR 169 @ MP 24.70 is within City of Renton jurisdiction. The
Contractor must obtain closure hours from the City. WSDOT
reviewed and made comments on the traffic control plan only.
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♦ 4940
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40 45
50
55
60
65 70
LENGTH (FEET)
I 155
200
250
305 360
1 425
1 495 1570
645 1 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE
STATIONARY
VEHICLE TYPE
(WITH TMA) LOADED WEIGHT
OPERATION
WITH TMA
(LBS)
(FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15.000 LBS.
(MAXIMUM WEIGHT SHALL BE
SERVICE TRUCK,
FIAT BED. ECT.
IN ACCORDANCE WITH
30 MIN.
MANUFACTURER RECOMMENDATION)
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
*A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
JOB #: 101
ENGR: FIBE
ARY-NOT FOR
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH
(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 25/30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200' + - (2)
URBAN STREETS 25 MPH OR LESS
100' + - (2)
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
p) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT—GRADE
INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LEFT LAME
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STAGING AREA
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED I_NG DAYTIME HOUR UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. ALL SIDEWALKS AND CROSSWALKS SHALL REMAIN OPEN DURING DURATION OF WORK.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
10097913 — CEDAR RIVER
Fue name: 1
Date: 1/12/
CONTACT INFO:
FIBE SOLUTIONS
PROJECT MANAGER
TERRY CROMWELL
206.793.0637
Sheet
NumbeTCP1
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iiE
solutions
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR UNDERGROUND
REFERENCE PLAN SET
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
60
35/45
30
60
25/30
20
40
MINIMUM TAPER LENGTH IN FEET (L)
LANE
WIDTH
(FEET) 25
POSTED
30 35 40
SPEED (MPH)
45 50 55 60 65 70
10
105
150
205
270
450
500
550
—
—
—
11
115
165
225
295
495
550
605-
WITH TMA
(LBS)
(FEET)
12
125
180
245
320
540
600
660
720
780
840
I REVIEWED AS NOTED I
I NWR TRAFFIC OPERATIONS I
SR 169 @ MP 24.70 is within City of Renton jurisdiction. The
Contractor must obtain closure hours from the City. WSDOT
reviewed and made comments on the traffic control plan only.
noon
WJIK
PHEO➢
SIGN SPACING = X (FEET)
LONGITUDINAL BUFFER SPACE = B
FREEWAYS & EXPRESSWAYS 55/70 MPH
1500' + -
(OR AS PER
MUTCD)
RURAL HIGHWAYS 60/65 MPH
B00' + -
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)
ALL SIGNS ARE 48"x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT -GRADE
INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
a
a
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
a
a
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
J ------------------MAPLE VALLEY HWY (S2t(.9 24.-7o) ---- ��
� o o ° STAGING AREA ° o o �
aNm w�a aarvo a;
A�2L
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH) 25 1
30
1 35 1 40 1 45
1 50 55 1
50
1 65
1 70
LENGTH (FEET)li 155 1200
1 250 1305 1360
1 425 1 495 1
570
1645
1730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
TYPICAL PROTECTIVE VEHICLE
STATIONARY
VEHICLE TYPE
(WITH TMA) LOADED WEIGHT
OPERATION
WITH TMA
(LBS)
(FEET)
4 YARD DUMP TRUCK,
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE
SERVICE TRUCK,
WITH
3O MIN.
FIAT BED, ECT.
MANUFACTURER RECOMMENDATION)
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
•A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
JOB p: 100002 PROPRIETARY -NOT FOR
ENGR: FIRE SOLUTIONS _
L
WORK AREA
GENERAL NOTES: \
1. ALL WORK TO BE PERFORMED CEEtLDAYTIME HOUR , UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. ALL SIDEWALKS AND CROSSWALKS SHALL REMAIN OPEN DURING DURATION OF WORK.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
10097913 — CEDAR RIVER
42 .x�lk Ccly e+
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File name:
CONTACT INFO:
FIBE SOLUTIONS
PROJECT MANAGER
RON DESMET
206.571.2230
Nugb er: TCP2
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