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TRANSIT I TRAFFIC CONTROL PLAN .:.MasTec <br /> CONTACT SKIP ALGARD WITH EVERETT TRANSIT(4252577765, Q I BUFFER DATA SHORT TERM STATIONARY WORK ZONE Utility Services <br /> � <br /> salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br /> TRANSIT(425-348-7191,dana.osborn@commtrans.org)AT LEAST 2 C I LONGITUDINAL BUFFER SPACE FOR UNDERGROUND REFERNCE PLAN SET <br /> WEEKS PRIOR TO CLOSURE. SPEED(MPH) 25 30 31 4. 41 so ss 60 61 7o verizon' <br /> LENGTH(FEEF) 155 200 250 305 360 425 495 570 645 730 <br /> GENERAL NOTES: PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC I SIGN SPACING =X FEET <br /> VOLUM ES OR MU N I CIPALITY DI CTATE OTH ERWISE. TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHICLE(WITH TMA) STATIONARY FORESITE <br /> 2. ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE I VEHICLE TYPE WI TH TMA LOADED W EIGHT(LBS) OPERATION(FEET) FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORAS PERMUTCO) <br /> NOTED. 4 YARD DU MINIMUM WEIGHT 15,000 LES. RURALHIGHWAYS 60/65MPH 800'+/- <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTIONFOR MORE THAN IO SERVICETRUCK,K,FLATBED, <br /> (MAXIMU M WEIGHT SHALL BE IND, ACCORDAN CEW ITH MANUFACTURER 30 MIN. RURALROADS 45/55MPH 500'+/- <br /> MINUTES. ETC' REC OM ME N CATION) <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATE DTHROUGH THE WORK ZONE. I wzo-1 ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. PUBLIC ROAD 35/40MPH 350'+/- <br /> S. ALL DRIVEWAYACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. ROAD RUAL ROADS&URBAN ARTERIALS <br /> 6. WORKAREATO INCLUDE STAGING AREA. A P ROTECTIVE VEHICLE IS RECO MMENDED REGARDLESS IF ATMA IS AVAILABLE.IF NO TMA IS WORK RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD AHEAD <br /> WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- T E R C 0 M <br /> x ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> W20-7 INTERSECTIONS,AND DRIVEWAYS <br /> SPEED <br /> Public Road (2)THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS <br /> LIMIT �\ <br /> 35 Speed Limit <br /> X z D <br /> Assumed W20-7a ROAD>W20-1 Z ; <br /> --ISPEED <br /> 25 Private Road o WORK O <br /> AHEAD <br /> Speed Limit a r <br /> 100'-200 X X <br /> • <br /> a <br /> — — — — — — — — — — <br /> ® •Wall St • <br /> X X 100-200 WORK ARE <br /> • <br /> W20-1 W20-7a • CHANNELIZING DEVICE SPACING (FEET) <br /> ROAD <br /> T\ <br /> WORK W • <br /> AHEAD a MPH TAPER TANGENT <br /> 35 20' 35' <br /> 25 20' 25' <br /> o <br /> o N <br /> MINIMUM TAPER LENGTH IN FEET <br /> LANE POSTED SPEED LIMIT(MPH) <br /> WIDTH 25 30 35 40 45 50 55 60 65 70 <br /> - - - W20-7a <br /> 10 105 150 205 270 450 500 550 <br /> I 11 115 165 225 295 495 550 605 660 - - <br /> x <br /> Q 12 125 180 245 320 540 600 660 720 780 840 ROAD wzo-1 <br /> -a I WORK <br /> � AHEAD <br /> C° <br /> SHEET: 4 OF 5 <br />