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COORDINATE WITH COMMUNITY KING COUNTY METRO_ TRAFFIC CONTROL PLAN -:AI a sTe c <br /> S <br /> CENTE <br /> 7`SJ TRANSIT,SEAWAY TRANSIT UCTION OR INSTALLATION ACTIVITIES AFFECTING TRA ATIONS UEIREYsP..I�P, <br /> MARCH SCHEDULED,2019. TOOPEN SHORTTERMSTATIONARYWORKZONE <br /> MARCH 24,2019. OR FACILITIES ORDINATED THROUGH MET TCONSTRUCTION <br /> INFORMATION cENTER(cIC). FOR UNDERGROUND REFERNCE PLAN SET VerIZOn� <br /> ru <br /> Http://www.kingcounty.gov/tra on Transit/Construction.aspx <br /> OR CONTACT CIC AT - 140(Constction Impacts) 50(Trolley <br /> Impacts ROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS RE <br /> OP IMPACTS FORESITE <br /> _ GENERAL NOTES: <br /> �35 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR <br /> ADD FLAGGING SIGN MUNICIPALITY DICTATE OTHERWISE. <br /> IN SEQUENCE 2.ALLSIGNS ARE48"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 BE ACCOMMODATED THROUGH THE WORK ZONE. CHANNELIZING DEVICE SPACING(FEET) T E R C 0 M <br /> 01 S.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. MPH TAPER TANGENT <br /> wows 6.WORK AREA TO INCLUDE STAGING AREA. <br /> AHEAD 50/70 40 80 <br /> w.o-s 35/45 30 60 n <br /> aOSF" 25/30 20 40 1� z <br /> HEA <br /> D T7 <br /> R.lR I Q zO n <br /> FLAGGING <br /> SEQUENCE SIGNS <br /> TRANSIT <br /> CENTER <br /> --- -°----°- - - - -- - - - - - - - - - - <br /> •'AR — — — — — — 75"'St SW <br /> 4 <br /> RAR <br /> IIRM <br /> BUFFER DATA <br /> • wzo-R <br /> LONGITUDINAL BUFFER SPACE <br /> MINIMUM TAPER LENGTH IN FEET EPEEDIMPHI I 15 nD ns AR 455o 5W BS <br /> nLANE POSTED SPEED LIMIT(MPH) o <br /> nnD <br /> Rao w1D1 WIDE 25 30 35 40 45 50 55 GO 65 70 PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE A' <br /> TYPIGLPROTERME TYNCALPROEECTYEMHICIEIWIMTMAI STATIONARY 'V <br /> A.- 10 105 150 205 270 450 Soo 550 —1-T»EwITHTNa U3ADEDWEIOMIUISJ DPEMTION(FEET) <br /> SIGN MINIMUM WDGM SHA.LBE I <br /> SPACING=X FEET 11 115 165 225 295 RYAROOU(JIATI. I. <br /> IM MWEIGHTSHA LBE IN <br /> 495 55O 6O5 660 - - SERMCETRUOL FLATBED, <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH ]SOO*i/-IOR pS PERMUfC01 �0 ACCOROINfEWttN MANUFIiNRER 30 MIN. <br /> RECOMNENDRT ENI <br /> RUPALHIGHWAYS 60/65 MPH 800'+/- 22 125 180 245 320 540 600 66G 720 780 840 ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br /> el% <br /> RURALROADS 45/55 MPH 500'+/- <br /> NOTES: 'APROTHEEIYEVEHICLE ISRE11ESHA pEDRECWRGIESSIF.0 IS IN THE RELDTNOTMAIS <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 3$0'+/- USED,THE PROTFCEIVFOEXEANDF AHEAD.-HLEESSPE IN THE gFLDTO SNIEID <br /> RUAL ROADS&URBAN ARTERIALS 1. NO LANE CLOSURES 2:30PM T04:30PM FOR THIS PLAN.SEE ATTACHED CITY WORIORS YwD NO ROLL PHFAOOISTANQ DSPEOFIEp <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH zoo'+/- OF EVERETT PLAN 704 FOR SIGN AND CONE SPACING REQUIREMENTS. <br /> URRANSTREETS 25 MPH ORLESS 100'+/- 2. NO PARKING SIGNS SHALL BE IN PLACE 72 HOURS PRIOR TO CLOSURE WITH <br /> ALLSIGNSARE48"x48"BULCK ON ORANGE UNLESS OTHERWISE DISIGNATED TIME AND DATE CLEARLY LABELED(IF NEEDED) <br /> (1)AL L SIGNSPACINGMAYBEAOIUSTED TOACCDMMODATE INTERCHANGE RAMPS,AT GRADE 3.THIS INTERSECTION HAS CHANGED,THERE ARE TWO TRAFFIC SIGNALS <br /> INTERSECTIONS,AND DRIVEWAYS UNDER THE CONTROL OF ONE SIGNAL CONTROLLER. TWO POLICE OFFICERS <br /> 12I THE SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS WILL BE REQUIRED,ONE FOR EACH INTERSECTION. LACING THE TRAFFIC <br /> SIGNAL INTO FLASHING OPERATION UNDER POLICE CONTROL IS NOT ALLOWED APPROVED AS NOTED <br /> FROM 5:30AM TO 8:OOPM ON 75TH ST AT THE PUD DRIVEWAY.CONTACT STEVE <br /> SAWYER AT 425-328-0643 5 DAYS IN ADVANCE OF CHANGE IN OPERATION TO By CHert at 9:53:35 AM, 12/26/2018 <br /> ARRANGE TO HAVE A TECHNICIAN TAKE THE SIGNAL OUT OF FLASHING <br /> OPERATION. MANY OF THE SIGNALS IN EVERETT WILL NOT COME OUT OF <br /> FLASHING OPERATION FROM THE POLICE PANEL,CONFLICT MONITOR RESET IS <br /> OFTEN REQUIRED.UNIFORMED POLICE OFFICER REQUIRED TO CONTROL THE <br /> INTERSECTIONS IN THIS PLAN. <br />