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L I TRAFFIC CONTROL PLAN N I : IasTec <br /> m I SHORT TERM STATIONARY WORK ZONE M I Utility Services <br /> TRANSIT FOR UNDERGROUND REFERNCE PLAN SET <br /> CONTACT SKIP ALGARD WITH EVERETT TRANSIT(425-257-7765, I verizon' <br /> salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br /> TRANSIT(425-348-7191,dana.osborn@commtrans.org)AT LEAST <br /> I WEEKS PRIOR TO CLOSURE. I FORESITE <br /> wzox <br /> GENERAL NOTES: BUFFER DATA <br /> I 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC <br /> TVOLUM ES OR MUNICIPALITY DICTATE OTHERWISE. LONGITUDINAL BUFFER SPACE = B <br /> I 2. ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE I SPEED(MPH) 2s 1 30 1 35 1 40 1 45 1 SO 1 55 60 66 70 <br /> W20 7 NOTED.3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 LENGTH(FEET) 155 200 250 305 1 360 1 425 495 670 645 730 I MINUTES. PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATE DTHROUGH THE WORK ZONE. I TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITH STATIONARY VEHICLE TYPEWITHTMA TMA)LOADEDWEIGHT(LBS) OPERATION T E R C 0 M <br /> x I 5. ALL DRIVEWAYACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. I (FEEr) <br /> ^ 6. WORKAREATO INCLUDE STAGING AREA. MINIMUM WEIGHT 15,000 LBS. <br /> L, I 4 YARD <br /> UMP DUMP TRUCK,D,Illl TRUCK, (MAXIMU M WEIGHT SHALL BE IN <br /> SER 30 MIN. <br /> ETC. ACCOR DAN CEWITH MANUFACTURER <br /> REC OM ME N DATI ON) <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. n <br /> z D <br /> *A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMAISAVAILABLE.IF NO TMA r <br /> J IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTOSHIELD Z T <br /> WORKERS AND NO ROLL AHEAD DISTANCE ISSPECIFIED <br /> Z 0 n <br /> W20-7a W20-1 r <br /> ROAD <br /> WORK <br /> 1 I <br /> 100'-200' X X AHEAD <br /> WORK AREA <br /> � W <br /> oc <br /> • a <br /> Yd <br /> a • 3 a <br /> • • •--• •--• •--. *---• • • *--- - - — — — <br /> Hoyt Ave <br /> X X 100'-200' <br /> ROAD w2°-1 w2°-7a i SIGN SPACING = X FEET <br /> WORK FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORAS PER MUTCO) <br /> AHEAD g <br /> • g RURALHIGHWAYS 60/65 MPH 800'+/- <br /> RURAL ROADS 45/55MPH 500'+/- <br /> SPEED PUBLIC ROAD 35/40 MPH 350'+/- <br /> LIMIT Public Road I x RUAL ROADS&URBAN ARTERIALS <br /> Speed Limit 7a <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- <br /> 35 I W2°- I <br /> PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br /> ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> SPEED <br /> Assumed (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> LIMIT private Road I x NTERSECTIONS,AND DRIVEWAYS <br /> 25 (2)THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS <br /> Speed Limit I ROAD W20-1 <br /> WORK <br /> I AHEAD I <br /> MINIMUM TAPER LENGTH IN FEET <br /> CHANNELIZING DEVICE SPACING (FEET) I Q <br /> LANE POSTED SPEED LIMIT(MPH) <br /> MPH TAPER TANGENT I WIDTH 25 30 35 40 45 50 55 60 65 70 I <br /> 35 20' 35' I I <br /> 10 105 150 205 270 450 500 550 <br /> 25 20' 25' I I <br /> 11 115 165 225 295 495 550 605 660 W <br /> S <br /> 12 125 180 245 320 540 600 660 720 780 840 <br /> SHEET: 3 OF 8 <br />