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2021.0159.ST0024 Permit Issue Pxkg 9.16.2022DRVEWAY 125 201 TAHOMA BLVD SE 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 ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 DRIVEWAY W20-1 W20-1W4-2R W20-5R WTWTR2-1 DRVEWAY FAS OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 1 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE FIVE-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 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 ***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. 35 MPH N FLFLFLFLFLFLFLFLFLFL125 907 813 YELM AVE SE/SR 510ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWR OW R OW R OW 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 ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL SIDEWALKDRIVEWAY W20-1 W3-4 W20-7a W4-2R W20-5R WTEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPW20-1 W3-4 W20-7a W20-1 W3-4 W20-7a W20-1 W3-4 W20-7a R2-1 R2-1 R2-1 R2-1 TAHOMA BLVD SE KILLI O N S T S E POLICE OFFICER FAS S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP FOUR-WAY 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 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 ***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. 35 MPH OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 2 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB N 215 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 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 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOP 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 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 KILLI O N S T S E DRIV E W A Y DRIV E W A Y DRIV E W A Y EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP 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 WTR2-1 WTR3-2 W20-1 W20-5R W1-4L K-9622 W20-1 W20-5 K-9622 COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE THREE-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 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 ***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. 35 MPH OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 3 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB N 405 215 KI L L ION CT NWVROW 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 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 ROW ROW ROW ROW ROW ROW 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 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 KILLI O N S T S E DRIV E W A Y DRIV E W A Y EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 WTWTW20-1 W20-5R W1-4L K-9622 W20-1 W20-5 K-9622 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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 4 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE THREE-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 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 ***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. 35 MPH COMCAST N 15281 15275 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 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW 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 FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/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 WT KILLI O N S T S E R2-1 W20-1 W20-5R W1-4L K-9622 K-9622 W20-1 W20-5 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 COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE THREE-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 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 ***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. 35 MPH OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 5 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB N 15275 15269 15263 15257 15251 15245 15239 15233 15227 1 5 2 4 8 KILLI O N S T S E 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 ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW 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 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 ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 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 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 W20- 1 W3-4 W20- 7 a WT FLAGGERFLAGGER 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 KAY L A S T S E 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/WS/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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEO P EO P EOP EOP EOP ROWROWROW ROW R OW R O W RO W RO W ROW ROW ROW ROW ROW ROW EOPEOPEOP EOP EOP EOP EOP EOP ROW ROW ROWROWROWIVERSON LP SEW2 0 - 1 W3 - 4 W2 0 - 7 a FLA G G E R W20- 1 W4-2 R W20- 5 A R W1-4 L COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: DOUBLE LANE CLOSURE THREE-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 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 ***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. 35 MPH OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 6 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB N 15269 15263 15257 15251 15245 15239 15233 15227 1 5 2 4 8 KILLI O N S T S E 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 ROWROWROWROWROWROWROWROW 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 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 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 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 WTW20- 1 W20- 5 R W1-4 L W20- 1 W20- 5 K-9622 K-9622 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 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 KAY L A S T S E EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP ROWROWROW ROW RO W ROW ROW ROW ROW ROW ROW EOPEOPEOP EOP EOP EOP EOP ROW ROW ROWROWROWEOPEOPEOPEOP EOP IVERSON LP SEW2 0 - 1 W2 0 - 5R R3-2 COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE SHIFT THREE-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 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 ***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. 35 MPH OF DATE REVISION BY QC CANNON COMPANIES 0000568020THE HUTCH 9306 MOUNTAIN VIEW RD SE YELM, WA 98597 TCP 7 7 3/31/2021 WK AH 9/15/2022 ROAD CUT WK KB N