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KING COUNTY METRO: <br />ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACIUTIES MUST <br />BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT: <br />Http://www.kingcounty.gov/transportation/kcdot/MetroTrans it/Construction.aspx OR CONTACT CIC AT <br />206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS <br />NOTIFICATION FOR BUS RE ROUTES AND BUS STOP IMPACTS <br />GENERAL NOTES: <br />1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE <br />OTH ER WI SE. <br />2. ALL SIG INS ARE 48''X48'' BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. <br />4. IF NEEDED PEDESTRIANS WILL BEACCOMMODATED THROUGH THE WORKZO NE. <br />5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />6. WORKAREA TO INCLUDE STAGING AREA. <br />— — — — — — — — — — <br />Seaway Blvd <br />R OR W10-1 W10-Yi Wa7A <br />WORK OS <br />AHEAD QED I <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEED(MPH) <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />M <br />LENGTH(MET) <br />155 <br />MID <br />2M <br />305 <br />360 <br />Q5 <br />495 <br />570 <br />645 <br />730 <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPIaLPROErnVE <br />TYPI OIL PROIErnVE VE11101E ryW THTMAI <br />STATIONARY <br />VEHIOITYPEWITHTMA <br />WAUEDWDGHTILBV <br />OPERATION(FEEII <br />4YMDDUNPTRUO, <br />MINIMUM WEKiIT15,000IB5. <br />SERNCETRUOL FIATBED, <br />(MANMUM WEIGHTSHAU-BEIN <br />30 MIN. <br />ETC <br />ACCOI)MCEWITHMANUFALTURER <br />RECOMMENDATION) <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRYPAVEMENT. <br />• APROTECTIVEVEHIOE IS RECOMMENDED REGARDIESSIF ATMAISAVAIIANE. IF NO TMAIS <br />USED,THE PROTECTIVE VBiICIE SHVLL BE S RATEGICAU-YLOCATED IN TIE RED TO SHIED <br />WORKERS AND NORM AHEAD DISTANCE ISSPEOFIED <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />50/70 <br />40 <br />80 <br />35/45 <br />30 <br />60 <br />25/30 <br />20 <br />40 <br />SPDiD <br />LIMIT <br />35 <br />TRAFFIC CONTROL PLAN <br />SHORTTERM STATIONARY WORK ZONE <br />FOR AERIAL REFERNCE PLAN SET <br />Mm <br />•• *Seaway Blvd <br />al <br />way <br /><PO5L ROAD WORK <br />AHEAD <br />• • • • N — — — — — — — — — — — — — — — — — <br />SIGN SPACING = X FEET <br />FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORASPERMUTCO) <br />RURALHIGHWAYS 60/65 MPH 800'+/- <br />RURALROADS 45/55 MPH 500'+/- <br />RUAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- <br />RUALROADS& URBAN ARTERIALS 25/30 MPH 200'+/- <br />RESI DENTIAL & BUSINESS DISTRICTS <br />URBAN STREETS 25 MPH OR LESS 100' +/- <br />ALLSIGNSARE48"x48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br />(1) ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE <br />NTERSECTIONS,AND DRIVEWAYS <br />(2) THE SPACING MAYBE REDUCED N URBAN AREAS TO FIT ROADW AY CONDITIONS <br />MINIMUM TAPER LENGTH IN FEET <br />LANE <br />WIDT <br />25 <br />30 <br />35 <br />POSTED SPEED LIMIT (MPH) <br />40 45 50 55 60 65 70 <br />10 <br />105 <br />150 <br />205 <br />270 <br />450 <br />500 <br />550 <br />- <br />- <br />- <br />11 <br />115 <br />165 <br />225 <br />295 <br />495 <br />550 <br />605 <br />660 <br />- <br />- <br />12 <br />125 <br />180 <br />245 <br />320 <br />540 <br />600 <br />660 <br />720 <br />780 <br />840 <br />.:MasTec <br />Utility Services <br />verizon <br />FORESITE <br />T E R C 0 M <br />CONSTRUCTION INC <br />n <br />0 <br />D z <br />� T7 <br />z 0F <br />SHEET: 9 OF <br />17 <br />