JB0000881996 - THE VISTA - TCPEOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
W20-1 W21-5
W20-1
WT
11' MIN
11' MIN
93' MIN SPOTTERPARKINGNO
WE WILL BE WORKING
IN THIS AREA ON ______
PLEASE DO NOT PARK
R2-1
THE VISTA RD
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
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)
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
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 ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP SDUJB000088199620100
3
1
JB
KB
3/11/2022
1:20YELM, WA 9859710447 MILL RD SETHE VISTA17-050
[UNDERGROUND WORK]CENTER 2 LANE CLOSURE 2-LANE ROAD
THE VISTA RD
W
T
SPOTTERW21-5W20-1
19'PARKINGNO
WE WILL BE WORKING
IN THIS AREA ON ______
PLEASE DO NOT PARK
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
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)
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
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 ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP SDUJB000088199620100
3
2
JB
KB
3/11/2022
1:20YELM, WA 9859710447 MILL RD SETHE VISTA17-050
[UNDERGROUND WORK]CENTER 2 LANE CLOSURE 2-LANE ROAD
WT19'SPOTTERW21-5 W20-1
PARKINGNO
WE WILL BE WORKING
IN THIS AREA ON ______
PLEASE DO NOT PARK
THE VISTA RD
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD)
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)
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
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 ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP SDUJB000088199620100
3
3
JB
KB
3/11/2022
1:20YELM, WA 9859710447 MILL RD SETHE VISTA17-050
[UNDERGROUND WORK]CENTER 2 LANE CLOSURE 2-LANE ROAD