JB0000511111 - K20-Yelm SD DC Move - TCP417
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
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)
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
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian 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.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED 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 SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 1 5
12/21/2020 AB AF
COMCAST
N
206
210
104
212
213
313
311
305
301
105
108
211
SW
W
A
S
H
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N
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R2-1
WORK AREAWT
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER LANE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
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)
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
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian 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.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED 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 SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 2 5
12/21/2020 AB AF
COMCAST
N
206
210
104
212
311
305
301
206
205
210
212
202
108
211
205
201
SW ED
WARDS ST
NW
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E
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
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)
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
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian 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.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED 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 SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 3 5
12/21/2020 AB AF
COMCAST
N
302
310
204
206
206
205
210
212
202
108
210
NW
S
T
E
V
E
N
S
A
V
E
NW
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E
F
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL & UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
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)
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
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian 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.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED 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 SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 4 5
12/21/2020 AB AF
COMCAST
N
404
404
502
210
402
C
O
NW
S
T
E
V
E
N
S
A
V
E
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN
[UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
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)
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
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian 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.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED 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 SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 5 5
12/21/2020 AB AF
COMCAST
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