JB0000820588 - TCP10428
10440
17100ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLEO
PEOPEO
PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEO
PEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/W
EOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WWALMART BLVD SEWALMART BLVD SEWALMART BLVD SEWALMART BLVD SEWALMART BLVD SEWALMART BLVD SESTOPSTOPXXXR2-1
WORK AREA
WTWTBLFLAGGER
6 DEVICE MIN50'-100'FLAGGER
FLAGGER
XXXSTREET CLOSURE
ROAD CLOSED
TO
THRU TRAFFIC
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 Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
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.
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
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)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJen Moser
(P): (253) 285-9370
(E): jmoser@teamcannon.comJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
TRAFFIC CONTROL
1 4
WORK TYPE:UNDERGROUND WORK
CANNON CONSTRUCTION LLC
CONTR
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16930
17100
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ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
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EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 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
FLEOPEOPEOPEOP
EOP
EOP
EOP EOP EOP EOP EOP
EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
PEOPEO
PEOPEOPEOPEOPEOPEOP
S/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEO
PEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/W
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EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
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S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W
S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W
STATE HWY 507 SE/SR 507STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507WALMART BLVD SEWALMART BLVD SEWALMART BLVD SEWALMART BLVD SEWALMART BLVD SER25'S/WR25'
R25'STOPSTOPCONTACT TRANSIT AUTHORITY 72
HOURS PRIOR TO START OF WORK
FOR TEMPORARY RELOCATION OF
BUS STOP
STREET CLOSURE
ROAD CLOSED
TO
THRU TRAFFICXXXFLAGGER6 DEVICE MIN50'-100'FLAGGER
POLICE
OFFICER XXXXR2-1
XXXX
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 Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
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.
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
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)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJen Moser
(P): (253) 285-9370
(E): jmoser@teamcannon.comJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
TRAFFIC CONTROL
2 4
WORK TYPE:UNDERGROUND WORK
CANNON CONSTRUCTION LLC
CONTR
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16930
17041 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWR
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ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROW ROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
EOP EOP EOP EOP EOP EOP EOP EOP 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
EOP
EOP
EOP
EOP EOP EOP EOP
EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
PEOP S/W
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EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/W
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S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/WS/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507WALMART BLVD SEWALMART BLVD SEWALMART BLVD SES/WXXXXFAS
R2-1
R25'WTBLPOLICE
OFFICERL/32LLFAS
FLAGGER
WORK AREA
XXXX XXXXTRAFFIC 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 Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
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.
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
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)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJen Moser
(P): (253) 285-9370
(E): jmoser@teamcannon.comJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
TRAFFIC CONTROL
3 4
WORK TYPE:UNDERGROUND WORK
CANNON CONSTRUCTION LLC
CONTR
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16910
16930
17041 ROWROWROWROWROWROWROWROWROWROWROWR
O
W
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 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 FL FL FL FL
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FLEOPEOPEOPEOPEOPEOPEOPEOPEOP
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STATE HWY 507 SE/SR 507STATE HWY 507 SE/SR 507STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507
STATE HWY 507 SE/SR 507WALMART BLVD SEWALMART BLVD SER25'S/WR25'
R25'
R2-1 XXXX XWORK AREA
WORK AREA
WT
R2-1
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 Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
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.
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
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)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJen Moser
(P): (253) 285-9370
(E): jmoser@teamcannon.comJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
TRAFFIC CONTROL
4 4
WORK TYPE:AERIAL WORK
CANNON CONSTRUCTION LLC
CONTR
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