JB0000606557 - Granite CalPortland - TCP207
303
202
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ROAD CLOSED
THRU TRAFFIC
TO R11-4
R2-1
R2-1
R2-1
FIRS
T
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 1 11
03/25/2021 TH JB
COMCAST
N
107
106203
202
S
E
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S
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K-9622
K-9622
W20-
5
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0
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5
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 2 11
03/25/2021 TH JB
COMCAST
N
103
101
106
108
106
104
102
107
105
103
Y
E
L
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A
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S
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WORK AREA
K-9622
W21-7
W20-
7
a
W3-4
W4-2L
W20-
5
L
FAS
W21-
7
W20-
7
a
W3-4
W20-
5
R
W4-2
R
FAS
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING AT LIT INTERSECTION
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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 3 11
03/25/2021 TH JB
COMCAST
N
107
103
110
102
103
105
202
202
203
N
E
J
E
F
F
E
R
S
O
N
A
V
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WORK AREA
W21-
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W20-5
R
W4-2
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FAS
WT
WT
W21-
7
W20-
5
K-9622
K-9622
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 4 11
03/25/2021 TH JB
COMCAST
N
306
103
105
106
104
103
105
205
208
203
N 1S
T
S
T
V
A
N
T
R
U
M
P
S
T
S
E
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWR
O
W
R
O
W
ROWROWROWROWROWR
O
W
R
O
W
R
O
W
R
O
W
R
O
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ROWROWROWROWROWROWROWROWR
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W
R
O
W
R
O
W
R
O
W
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O
W
R
O
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ROWROWROWROWROWROWROWROWROWR
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R
O
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O
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R
O
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O
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ROWROWROWROWROWROWROWROWR
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EOP
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EOP
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K-9622
K-9622
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 5 11
03/25/2021 TH JB
COMCAST
N
104
306
103
105
455
107
N 1S
T
S
T
NW
S
T
E
V
E
N
S
A
V
E
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROWR
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROWR
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R
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W
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O
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O
W
R
O
W
R
O
W
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O
W
R
O
W
R
OW
R
OW
R
O
W
R
O
WROWROWROWROWROWROWR
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R
O
W
R
O
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W
R
O
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ROWROWROWROWROWROWROWROWR
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O
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EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
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EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
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O
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E
O
P
E
O
P
E
O
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1
-
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W21-7W2
0
-
7
a
W20-
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a
W3-4
W3-
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WT
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a
W3-4 W2
1
-
7
W2
0
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aW3-
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K-9622
WT
W20-
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R
W4-2
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FAS
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FAS
WORK AREA FLAGGERFLAGGERFLAGGERFLAGGERTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING AT INTERSECTION
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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 6 11
03/25/2021 TH JB
COMCAST
N
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
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W21-7
W21-7
W20-7a
W20-7a
FLAGGERFLAGGERW3-4
W3-4
WORK AREA
WT
TRAFFIC CONTROL PLAN TO BE
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 7 11
03/25/2021 TH JB
COMCAST
N
509
RAILWAY RD SENW RHOTON RDROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW
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W2
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W21-7
W2
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W20-7a
W20-7a
FLAGGERFLAGGERFLAGGERFLAGGERW3-4
W3-4
W3-
4
R2-1
WORK AREA
WTWTWORK AREA
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 8 11
03/25/2021 TH JB
COMCAST
N
509
NW RHOTON RDROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP
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EOP
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EOP
EOP
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EOP
EOP
EOP
EOP
EOP
EOP
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EOP
EOP
EOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
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FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLNW RHOTON RDNOR
T
H
E
R
N
P
A
CI
FI
C
R
D
S
E
NOR
T
H
E
R
N
P
A
CI
FI
C
R
D
S
E
W21-7
W21-
7
W21-7
W20-7a
W20-
7
a
W20-7a
FLAGGERFLAGGERFLAGGERW3-4
W3-4
W3-4WTWORK AREA WTWORK AREA
FLAGGERTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 9 11
03/25/2021 TH JB
COMCAST
N
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNW RHOTON RDW21-7
W21-7
W20-7a
W20-7a
FLAGGERFLAGGERW3-4
W3-4
R2-1
WORK AREA
WTTRAFFIC CONTROL PLAN TO BE
USED AT MULTIPLE LOCATIONS
ALONG NW RHOTON 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 [AERIAL WORK] CONTROL TYPE: FLAGGING 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 10 11
03/25/2021 TH JB
COMCAST
N
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNW RHOTON RDNW RHOTON RDW21-7
W21-7
W20-7a
W20-7a
FLAGGERFLAGGERW3-4
W3-4
R2-1
WORK AREA
WTTRAFFIC CONTROL PLAN TO BE
USED AT MULTIPLE LOCATIONS
ALONG NW RHOTON 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 [AERIAL WORK] CONTROL TYPE: FLAGGING 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.
- Driveways will be left open & accessible during construction unless
otherwise posted
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
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
TCP 11 11
03/25/2021 TH JB
COMCAST
N