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HomeMy WebLinkAboutTCP0 12113012 907 W YELM AVE, YELM, WA 98597TA H O M A B L V D S E LO N G M I R E S T S E 11 11 11 11 11 11 11 1111111111 11 11 11 11 AREA UNDER CONSTRUCTION PV05 100TH AVE SE DR A G T S T S E 17 17 16 16 STOP STOP STOP W2 0 - 1 ROAD WORK AHEAD BE PREPA R E D TO STOP W3 - 4 X'≥ X'≥ X'≥ W2 0 - 7 A W20-1 RO A D WO R K AH E A D W20- 1 RO A D WO R K AH E A D W20- 4 ON E L A N E RO A D AH E A D X'≥ X'≥ X'≥ W20- 7 A W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ X' ≥ W2 0 - 7 A STOP B E P R E P A R E D T O S T O P W3- 4 X'≥ X'≥ X'≥ W20 - 7 A W20- 1 R O A D W O R K A H E A D RI G H T L A N E C L O S E D A H E A D W20- 5 R W4-2 R X'≥ X'≥ ARRW-B R D BI K E L A N E E N D S W9- 1 B BI K E S M E R G E W I T H T R A F F I C W4- 1 B X'≥ X'≥ LEFT LANE CLOSED AHEAD W2 0 - 5 L CR O S S H E R E S/W C L O S E D R9 - 1 1 A CR O S S H E R E S/W C L O S E D R9- 1 1 A C R O S S H E R E S / W C L O S E D R9-1 1 A mai n t a i n l a n e w i d t h S/W CLOSED R9 - 9 CROSS HERE S/W CLOSED AHEAD R9 - 1 1 &TAHOMA BLVD SE BERRY VALLEY RD SE Place sign at pedestrian crossing at 0'70'35' PRINT ON 11X17" SHEETS ONLYN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 1 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD TA H O M A B L V D S E LO N G M I R E S T S E 11 11 11 11 11 11 11 1111111111 11 11 11 11 AREA UNDER CONSTRUCTION 100TH AVE SE DR A G T S T S E 11 11 17 17 T A H O M A B L V D S E W20 - 1 R O A D W O R K A H E A D RI G H T L A N E C L O S E D A H E A D W20 - 5 R W4- 2 R X'≥ X'≥ X'≥ BIKE LAN E END S W9 - 1 B BIKE SMER G E W I T H TRAF F I C W4 - 1 B X'≥ X'≥ S/W CLOS E D R9 - 9 CR O S S H E R E S/W C L O S E D AHE A D R9 - 1 1 ARRW-BRD W20 - 1 RO A D WO R K AH E A D TA H O M A B L V D S E BE R R Y V A L L E Y R D S E 11 11 11 11 11 11 11 11 1 1 1 1 1 1 PV04 W 2 0 - 1 RO A D WO R K AH E A D W20 - 1 R O A D W O R K A H E A D S/ W CL O S E D R9 - 9 C R O S S H E R E S/ W C L O S E D A H E A D R9- 1 1 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD 0'70'35' PRINT ON 11X17" SHEETS ONLYN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 2 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 MATCHLINE A A MATCHLINE A A TA H O M A B L V D S E BE R R Y V A L L E Y R D S E 11 11 11 11 11 11 11 1 1 1 1 1 1 1 1 9 9 11 11 1 1 1 1 1 1 1 1 PV04 PV03 W 2 0 - 1 RO A D WO R K AHE A D ARRW-BRD BIKE LANE ENDS W9 - 1 B BIKES MERGE WITH TRAFFIC W4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD W2 0 - 5 R W4 - 2 R X' ≥ X' ≥ X'≥ S/ W CL O S E D R9-9 X'≥ C/W CLO S E D R9 - 3 DE T O U R M 4 - 9 B 11 11 12 11 11 T E R R A V I E W S T S E 16 16 16 16 11 11 11 11 T E R R A V I E W S T S E W2 0 - 1 ROAD WORK AHEAD W20-1 RO A D WO R K AH E A D W2 0 - 1 ROAD WORK AHEAD CR O S S H E R E S/ W C L O S E D AH E A D R9-11 X'≥ X'≥ X'≥ Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD 0'70'35' PRINT ON 11X17" SHEETS ONLYN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 3 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 MA T C H L I N E A A MA T C H L I N E A A 11 11 12 11 11 TAHOMA BLVD SE TE R R A V I E W S T S E 16 16 16 16 11 11 11 11 TE R R A V I E W S T S E TAH O M A B L V D S E BERR Y V A L L E Y R D S E 11 11 11 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PV03 W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD X'≥ X'≥ W20 - 1 RO A D W O R K AH E A D RIG H T L A N E CL O S E D AH E A D W20 - 5 R W4- 2 R X'≥ X'≥ X'≥ ARRW-BR D B I K E L A N E E N D S W9-1B B I K E S M E R G E W I T H T R A F F I C W4-1B X'≥ X'≥ S / W C L O S E D R9-9 C R O S S H E R E S/ W C L O S E D A H E A D R9- 1 1 11 11 12 11 11 PV02 W20-1 RO A D WO R K AH E A D X'≥N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 4 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD MA T C H L I N E AA MA T C H L I N E AA E01 J02 ARRW-B R D 11 11 12 11 11 11 11 12 11 11 TAHOMA BLVD SE TE R R A V I E W S T S E 16 16 16 16 11 11 11 11 TE R R A V I E W S T S E RI G H T L A N E CL O S E D AH E A D W20-5R W4-2R RO A D WO R K AH E A D W20-1 X'X'X' ARRW - B R D PV02 J03 W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD X'≥ X'≥ THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA TA H O M A B L V D S E BER R Y V A L L E Y R D S E 11 11 12 11 11 11 11 RO A D WO R K AHE A D W 2 0 - 1 RI G H T L A N E CL O S E D A H E A D W20 - 5 R W4- 2 R R O A D W O R K A H E A D W20 - 1 X' X' X' X'≥ N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 5 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD MA T C H L I N E AA MA T C H L I N E AA J02 J01 TA H O M A B L V D S E B E R R Y V A L L E Y R D S E ARRW-BRD 11 11 12 11 1 1 11 11 RO A D WO R K AH E A D W20-1 RO A D WO R K AHE A D W 2 0 - 1 559535-147201 559508-147173 201 Tahoma Boulevard Southeast Yelm WA 98597 USA X' ≥ X'≥ S/ W C L O S E D R9- 9 ROA D WOR K AHE A D W 2 0 - 1 S / W C L O S E D R9-9 TAHOMA BLVD SE & LONGMIRE ST SE Place sign at pedestrian crossing at 11 11 12 11 11 RI G H T L A N E C L O S E D A H E A D W20 - 5 R W4- 2 R ROA D WOR K AHE A D W 2 0 - 1 X' X' X' 11 11 11 11 11 11 1 1 1 1 1 1 11 © © 11 11 11 11 11 11 KIL L I O N R D S E W 2 0 - 1 ROA D WOR K AHE A D W20 - 1 R O A D W O R K A H E A D YEL M H W Y S E YEL M H W Y S E Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD 0'70'35' PRINT ON 11X17" SHEETS ONLYN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 6 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 MA T C H L I N E A A MA T C H L I N E A A 11 11 12 11 11 201 Tahoma Boulevard Southeast Yelm WA 98597 USA 11 11 11 11 11 11 1 1 11 11 11 © © 11 11 11 KIL L I O N R D S E W 2 0 - 1 ROA D WOR K AHE A D BE PRE P A R E D TO STO P W 3 - 4 X'≥ X'≥ X'≥ W 2 0 - 7 A W 2 0 - 1 ROA D WOR K AHE A D BE PRE P A R E D TO STO P W 3 - 4 X' ≥ X' ≥ X'≥ W 2 0 - 7 A RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE BE PR E P A R E D TO ST O PW3- 4 X'≥ X'≥ X'≥ W20 - 7 A W2 0 - 1 RO A D WO R K AH E A D X'≥ X'≥ RIGH T L A N E CLO S E D AHE A D W2 0 - 5 R W1 - 4 L POLICE UPO W1 - 9 YELM H W Y S E YELM H W Y S E THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA C R O S S H E R E S/ W C L O S E D R9- 1 1 A J01 TA H O M A B L V D S E BER R Y V A L L E Y R D S E 11 1 1 12 11 11 11 11 ROA D WOR K AHE A D W 2 0 - 1 R O A D W O R K A H E A D W20- 1 ROA D WOR K AHE A D W 2 0 - 1 559535-147201 X' ≥ X'≥ N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 7 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD MATCHLINE A A MATCHLINE A A THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA PV01P01 11 11 11 11 11 11 11 11 1 1 11 © © 11 11 11 11 11 11 KIL L I O N R D S E CU L L E N S S T N W POLICE UPO KEE P R4- 7 BRIG H T KEE P R4- 7 B RIG H T W 2 0 - 1 ROA D WO R K AHE A D W 1 - 4 R BE PRE P A R E D TO STO P W 3 - 4 X'≥ X'≥ X'≥ X'≥ W 2 0 - 7 A BE PREPAR E D TO STOP W3 - 4 X'≥ X'≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD X' ≥ X' ≥ RIGHT LANE CLOSED AHEADW2 0 - 5 R W1 - 4 L W1 - 9 ARRW-BRD YELM H W Y S E YELM H W Y S E W 2 0 - 1 ROA D WOR K AHE A D RIG H T L A N E CLO S E D AHE A D W 2 0 - 5 R W 4 - 2 R X' ≥ X' ≥ X'≥ BE PRE P A R E D TO STO P W 3 - 4 X' ≥ W 2 0 - 7 A X' ≥ W20 - 1 R O A D W O R K A H E A D B E P R E P A R E D T O S T O P W3- 4 X'≥ X'≥ X'≥W20 - 7 A N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 8 OF 8907 W YELM AVE, YELM, WA 98597 0 12113012 11/05/2025 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 Notes: 1. All signs and spacing to conform to the MUTCD and City of YELM standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART) W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD