JB0001019373 - YELM LOOP PHASE 2 - TCPEOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP
R2-1
*MULTIPLE LOCATIONS
W20-1 W20-7a FLAGGERW20-1W20-7a
FLAGGERWT
W20-4
W20-4
NOTE:
**TCP TO BE USED AT MULTIPLE
LOCATIONS ALONG:
-CRYSTAL SPRINGS RD NW
-THEA ROSE DR SE
-CANAL RD SE
-PARADISE VIEW ST SE
-RAILWAY RD SE
-CANAL RD SE
-WILKENSEN RD SE /
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
1 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
2 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP
R2-1
*MULTIPLE LOCATIONS
W20-1 W20-7a FLAGGERW20-1W20-7a
FLAGGERW20-4
W20-4
WT
NOTE:
**TCP TO BE USED AT MULTIPLE
LOCATIONS ALONG:
-91ST AVE SE
-WILKENSEN RD SE
-RAINIER VIEW DR SE
-CANAL RD SE
-103RD AVE SE
-THEA ROSE DR SE /
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
2 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
2 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP
FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP
R2-1
*MULTIPLE LOCATIONS
W20-1 W21-5
W20-1
WT
NOTE:
**TCP TO BE USED AT MULTIPLE
LOCATION ALONG:
- 90TH AVE SE
-THEA ROSE DR SE
-CANAL RD SE
-91ST CT SE
-PARADISE VIEW ST SE /
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
3 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
SHOULDER WORK
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP
FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP
R2-1
W20-1W21-5
W20-1
WT
*MULTIPLE LOCATIONS
NOTE:
**TCP TO BE USED AT MULTIPLE
LOCATION ALONG:
- THEA ROSE DR SE
- CANAL RD SE
- 90TH AVE SE
- 91ST AVE SE
-CARYS ST SE /
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
4 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
SHOULDER WORK
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE
CANAL CT SECANAL RD SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERWT
W20-1 W20-7a FLAGGERW20-4
W20-4
W20-4
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
5 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE
CANAL CT SECANAL RD SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERWT
W20-1 W20-7a FLAGGERW20-4
W20-4
W20-4
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
6 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE
THEA ROSE DR SECANAL RD SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERWT
W20-1 W20-7a FLAGGERW20-4
W20-4
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
7 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
FLAGGER
2 - LANE ROAD
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWILKENSEN RD SE
91ST AVE SEWILKENSEN RD SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERW20-1 W20-7a FLAGGERW20-4
W20-4
WT
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
8 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERWT
W20-1 W20-7a FLAGGERW20-4
W20-4
W20-4
91ST AVE SEWILKENSEN RD SE WILKENSEN RD SE
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
9 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWILKENSEN RD SE
RAINIER VIEW DR SEWILKENSEN RD SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERW20-1 W20-7a FLAGGERW20-4
W20-4
WT
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
10 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERWT
W20-1 W20-7a FLAGGERW20-4
W20-4
W20-4
RAINIER VIEW DR SEWILKENSEN RD SE WILKENSEN RD SE
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
11 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP103RD AVE SE
170TH ST SE103RD AVE SE
W20-1
W20-7aFLAGGERR2-1
W20-1W20-7a
FLAGGERW20-1 W20-7a FLAGGERW20-4
W20-4
WT
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
12 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
3 - WAY FLAGGING
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
16910
16930
STATE HWY 507 SE/SR 507ROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP EOP EOP
EOP
EOP
EOP
EOP EOP EOP
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
LANDSCAPE
DWY
ROW ROW ROW
ROW
ROW ROWR2-1
WT
L/2
L/2
XX L/2
10'
12'
ROW ROW ROW ROW ROW ROW
11'
SPOTTER B XXXX/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
13 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
LANE SHIFT
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
16930
17041
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW
ROW
ROW ROW
ROW ROW ROW ROW ROW ROW ROW
EOP EOP
EOP
EOP EOP
EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP
EOPEOPEOPEOPEOP
EOP
EOP
FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLDRIVEWAYLANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPELANDSCAPE
POLICE
OFFICER
WT
6 DEVICE MIN
50'-100'
WT XXXXXR2-1
XXXX
R2-1
TEMPORARY BIKE LANE
L/2
ROW
ROW ROWLANDSCAPEXXXR2-1
L170TH ST SEB
SPOTTER
SPOTTER
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
14 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
LANE SHIFT
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
17100
17141
17041
STATE HWY 507 SE/SR 507
ROW ROW ROW
ROW
ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP
EOP
EOP EOP
EOP EOP EOP
EOP EOP EOP
EOP
EOP
EOP
EOP
EOP
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
LANDSCAPE
LANDSCAPE
LANDSCAPE
XXXXR2-1
WT
XX
6 DEVICE MIN
50'-100'
LB
SPOTTER
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
15 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
LANE CLOSURE
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW
EOP EOP EOP
EOP EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EOP EOP
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP
EOP EOP EOP
FL FL FL FL FL FL FL FL
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
STATE HWY 507 SE/SR 507
LANDSCAPE
LANDSCAPE
LANDSCAPE
DWY
DWY
6 DEVICE MIN
50'-100'
L/2
WT
B XXXXL/2XX
R2-1
R2-1
17141
17041
17100
TEMPORARY BIKE LANE
SPOTTER
SPOTTER
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
16 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
LANE CLOSURE
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com
ROW ROW ROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW
EOP EOP EOP
EOP
EOP
EOP EOP
EOP
EOP EOP EOP
EOP
EOP
FL FL FL FL FL FL FL FL FL FL FL FL FL
FLFLFLFLLANDSCAPE
STATE HWY 507 SE/SR 507
LANDSCAPE
DWY XXXXR2-1
WT
L6 DEVICE MIN
50'-100'
B
XX
LANDSCAPE
17100
17141
SPOTTER
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050
12/21/2023
S.SCHROEDER
B.ETICHA
TRAFFIC CONTROL
17 17
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)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
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
- 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
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
UNDERGROUND WORK
LANE CLOSURE
Silas Schroeder
(Cell) (253) 709-3302
(Email) sschroeder@teamcannon.com