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I TRAFFIC CONTROL PLAN .:.MasTec <br /> CHANNELIZING DEVICE SPACING (FEET) ' <br /> TRANSIT SHORT TERM STATIONARY WORK ZONE <br /> � Q I Utility Services <br /> CONTACT SKIP ALGARD WITH EVERETT TRANSIT(425-257-7765, — MPH TAPER TANGENT <br /> Q FOR UNDERGROUND REFERNCE PLAN SET <br /> salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY � � �7 I E <br /> 35 2� 35 <br /> TRANSIT(425-348-7191,dana.osborn@commtrans.org)AT LEAST 2 I verizon' <br /> WEEKS PRIOR TO CLOSURE. 25 20' 25' <br /> MINIMUM TAPER LENGTH IN FEET <br /> GENERAL NOTES: SPEED I <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC LIMY Public Road LANE POSTED SPEED LIMIT(MPH) FORESITE <br /> Speed Limit <br /> VOLUMESOR MUNICIPALITY DICTATE OTHERWISE. WIDTH25 30 35 40 45 50 55 60 65 70 <br /> 2. ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE <br /> 35 I <br /> NOTED. I 10 105 150 205 270 450 500 550 - - - <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FORMORETHAN 10 Assumed <br /> MINUTES. SPEED wz°-1 ROAD 11 115 165 225 295 495 550 605 660 - - <br /> LIMIT WORK 14 <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATE DTHROUGH THE WORK ZONE. Private Road <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. 25 Speed Limit AHEAD <br /> 6. WO RK AREA TO INCLU D E STAGI NG AREA. x I 12 125 180 245 320 540 600 660 720 780 840 T E R C 0 M <br /> wzoa <br /> x I z D <br /> "W20-7a0-1 �O100'-200' X <br /> a a <br /> Wall St ® Wall St <br /> I <br /> WORK AR E <br /> X X 100'-200' SIGN SPACING = X FEET <br /> IFREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(OR AS PER MUTCO) <br /> ROAD <br /> w20-1 20-7a ♦ RURALHIGHWAYS 60/65 MPH 800'+/- <br /> WORK AHEAD RURAL ROADS 45/55MPH 500'+/- <br /> • PUBLIC ROAD 35/40 MPH 350'+/- <br /> • I RUAL ROADS&URBAN ARTERIALS <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- <br /> PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br /> ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS,AT GRADE <br /> INTERSECTIONS,AND DRIVEWAYS <br /> 0 <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br /> 0 <br /> BUFFER DATA <br /> LONGITUDINAL BUFFER SPACE = B I x <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 I W20-7a <br /> LENGTH(FEET) 155 200 250 305 360 425 495 570 645 730 <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHIC LE(WITH TMA) STATIONARY x <br /> VEHICLE TYP E WI TH TMA LOADED WEIGHT(LBS) OPERATION(FEEr) I W20-1 <br /> ROAD <br /> 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LBS. <br /> SERVICETRUCK,FLATBED, (MAX IMU M WEIGHT SHALL BE IN 30 MIN. I WORK <br /> AHEAD <br /> ETC. ACCOR DAN CEWITH MANUFACTURER <br /> RECOMMENDATION) <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. Q <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA ISAVAILABLE.IF NO TMAIS <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD Q <br /> WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED L <br /> SHEET: 3 OF 5 <br />