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23-128 - HH24104 - 158-2 16+17 - TCPNOR T H E R N P A CI FI C R D S ENW RHOTON RDROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWFLFLFLFLFLFL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOPEOPEOPEOP EOPFLFL FL FL FL FL FL FL FL EOPEOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWT WORK AREA XXR2-1 R2-1 R2-1X XNW RHOTON RDSIGN 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 CHANGEDATEBYQCJosh Noland (P): (253) 606-5269 (E): jnoland@teamcannon.com23-128HH24104 - 158-2 16+1716662 91st Ave SEYelm, WA 98597Mox Network23-128 08/26/2022 J.Noland T.Housden TRAFFIC CONTROL 1 3 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 Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK SHOULDER CLOSURE 2 - LANE ROAD CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5 CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5 CRYSTAL SPRINGS ST NWC O A T E S A V E N E ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW R OW R OW R OW R OW R OW R O W R O W R O W R O W R OW R OW R OW R OW R OW R OW R O W ROWROWROWFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLEOPEOPEOPF L F L F L F L E O P E O P E O P E O P E O P E O P EOPEOPEOPEOPEOP EOP E O P E O P E O P R2-1 WTWORK AREA XXX XR2-1 EDWARDS ST NWSIGN 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 CHANGEDATEBYQCJosh Noland (P): (253) 606-5269 (E): jnoland@teamcannon.com23-128HH24104 - 158-2 16+1716662 91st Ave SEYelm, WA 98597Mox Network23-128 08/26/2022 J.Noland T.Housden TRAFFIC CONTROL 2 3 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 Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK SHOULDER CLOSURE 2 - LANE ROAD CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5 CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5 EDWARDS ST N W EDWARDS ST N WW Y E L M A V E ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W R OW R OW R OW R OW R O W R O W R OW ROW ROW R O W R O W R OW R OW R O W R OW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W R OW R OW R OW R OW R OW R O W ROW R OW ROW R OW ROW ROW ROW ROW R OW R O W R OW R OW F L F L F L F L F L F L F L F L F L F L F L F L E O P E O P E O P E O P EOP EOP EOP E O P E O P E O P E O P E O P E O PEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOP F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L EOPEOP EOP EOPEOPEOPEOPEOPEOP EOP EOP E O P E O P E O P E O P E O P E O P E O P EOP EOPEOPEOPEOP EOPE O P E O P E O P E O P E O P R2-1 WT WORK AREA OK R3-7L X XXXXXR2-1 W Y E L M A V E 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 CHANGEDATEBYQCJosh Noland (P): (253) 606-5269 (E): jnoland@teamcannon.com23-128HH24104 - 158-2 16+1716662 91st Ave SEYelm, WA 98597Mox Network23-128 08/26/2022 J.Noland T.Housden TRAFFIC CONTROL 3 3 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 Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK SHOULDER CLOSURE 2 - LANE ROAD CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5 CANNON CONSTRUCTION LLC CONTR O L S U P E R V I S O R C E R T I F I E D T R A F F I C TREVO R H O U S D E N #012734 E X P . 3 / 3 1 / 2 0 2 5