JB0000792589 - GF - 1002 Rhoton Rd - TCP110511049246159461594215938159341593015929159331593715941159451102QUAIL MEADOWS CT SENW RHOTON CTRHOTON RD SE
RHOTON RD SE
RHOTON RD SE
RHOTON RD SE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWWTW21-7W20-4W20-4W20-7aW20-7aFLAGGER
FLAGGER
R2-1W21-7ROWROWROWROWROW ROWWORK AREAW21-7THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[UNDERGROUND WORK] CONTROL TYPE: SHOULDER CLOSURE 2-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN 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 GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER
SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC
TCPHyperbuild
JB0000792589
00021JBTH10/28/2021NTSYelm, WA 98597
1002 NW Rhoton Rd
GF - 1002 NW Rhoton Rd
17-050
1105110492461594615942159381593415930159291102QUAIL MEADOWS CT SERHOTON RD SE
RHOTON RD SE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWR25'WT
W21-7W21-7W20-4W20-4W20-7aW20-7aFLAGGER
FLAGGER
WORK AREAR2-1SITE SPECIFIC TRAFFIC CONTROL PLAN[UNDERGROUND WORK] CONTROL TYPE: SHOULDER CLOSURE 2-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN 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 GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER
SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC
TCPHyperbuild
JB0000792589
00022JBTH10/28/2021NTSYelm, WA 98597
1002 NW Rhoton Rd
GF - 1002 NW Rhoton Rd
17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTION