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1)As per TCPstanded, 01an TRAFFIC CONTROL PLAN <br /> Everett design standard 701 and ^ •:M a sTe c <br /> MUTCD standards as applicable. SHORTTERM STATIONARY WORK ZONE m UUIILySv.1— <br /> 2)"No Parking,TOW AWAY" TRANSIT FOR UNDERGROUND REFERNCE PLAN SET <br /> signs must be placed 72 hours in I CONTACT SKIP ALGARD WITH EVERETT TRANSIT(425-257-7765, verizon� <br /> advance Of any work. salgard@everettwa.gov)AND DANA OSBORN WITH COMMUNITY wSDE <br /> TRANSIT(425-348-7191,dana.osborn@com mtrans.org)AT LEAST 2 ..AD <br /> 3)Sidewalk closure:The RH <br /> WEEKS PRIOR TO CLOSURE, AHEAD <br /> advanced signage R9-10 I WEEORT I FORESITE <br /> "Sidewalk Closed use other side" I 1.ALLWORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC <br /> or R9-11 "Sidewalk Closed VOLUMES OR MUNICIPAUTY DICTATE OTHERWISE <br /> NOTED. <br /> Ahead' and R9-9 'Sidewalk I 2.ALLSIGNSARE 4B"X48"BACK ON FLUORESCENT ORANGE UNLESS OTHERWISE <br /> Closed"at the work area for all I 3.TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 30 <br /> MINUTES. <br /> approaches. I 4.IF NEEDED PEDESTRIANS WILL BEACCOMMODATEDTHROUGH THE WORK ZONE. T E R C O M <br /> 5.ALL DRIVEWAYACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> 6.WORKAREATOINCLUDE STAGING AREA. SIGN SPACING=X(FEET) <br /> 8 <br /> FREEWAYS&EXPRESSWAYS 50'/70 MPH 1S00'+/-(OR ASPER MU—) $ I A <br /> ] I RURALHIGHWAYS 60165 MPH 800'+/- • I u (' <br /> APPROVED I RURALROAD5 45/55 MPH 500'+/- • I Q <br /> By JWISDOM at 2:13:27 PM,111512019 I PUBLICROAD 35/40 MPH 350'+/- • <br /> Z <br /> FILIAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- }j <br /> RESIDENTIAL&BUSINESS DISTRICTS • Z ;q T_ <br /> PPIVASITE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- O (") <br /> ALLGNSARE 46"x48"BIACK ON ORANGE UNLESS OTHERWISE DISIGNATED WOD'(ARW10-]' ROAD <br /> (1)ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMO DATE INTERCHANGE RAMPS,AT GRADE —.1 <br /> INTERSECTIONS,AND DRIVEWAYS } AHEAD <br /> (2)THE SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS 1 DD,Soo, x <br /> WORNAA <br /> Hoyt Ave <br /> BUFFER DATA <br /> LONGITUDINAL BUFFER SPACE=B <br /> SPEED IMPH) 15 30 35 40 45 50 55 60 fi5 ]0 <br /> g <br /> LENGTH(FEET) 305 3fi0 425 455 fi45 Tao <br /> Public Road I PROTECTIVE VEHEH ICLEE WITH TMA ROLL AHEAD DISTANCE 8 <br /> 35 Speed Limit I TYPHALPROTECTIVE TYPIOLLPROTECDVEVEHICM(WOHTMAI STATIONARY <br /> _ VEHICMTYPEWITHTMA IOADEDWEIGHT(IBS) OPERATION(FEET) <br /> Assumed 4YARDDUM•TRVO(, MINIMUM WEIGHT15,00D MS. <br /> OMIT SERMCETRUER,FIATBED, (MIxINUM WEIGHTSH-REIN <br /> SPEED Private Road I ETG ACCO0.0AN CEWITHMANUPADTIIRER 30 MIN. I wz0-Ta <br /> 25 PECOMMENO4DONI <br /> Speed Limit I ROLLAHEADSTOPPINGDISTANCEASSUMESDRYPAVEMENT. <br /> APRMECTIVEVEHICLEISM.MMENDEOREGARDLESSIFATMAISAVAII BLEIFNOTMAIS <br /> USED,THE PROTECDVE WHIC ESHALLBESTRATMICALLY LOCATED IN THE RELDTO SHIELD <br /> CHANNELIZING DEVICE SPACING(FEET) <br /> WORKERS AND NO ROLL AHEADOISTANCE IS SPECIFIED W20-1 <br /> ROAD <br /> AHE <br /> MINIMUM TAPER LENGTH IN FEET <br /> Q <br /> LANE POSTED SPEED LIMIT(MPH) <br /> MPH TAPER TANGENT ( w1ur 25 30 35 40 45 50 55 60 65 70 <br /> 35 20' 35' I 10 105 150 205 270 450 500 550 - - <br /> 25 20' 25' I n 115 165 225 295 495 550 605 660 <br /> 12 125 180 245 370 540 600 660 720 780 840 <br /> SHEET:6 OF 8 <br />