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ROAD WORK W20-1 TRAFFIC CONTROL PLAN :.MasTec <br /> GENERAL NOTES: AHEAD I I I SHORTTERM STATIONARY WORK ZONE Utility Services <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR x I I I FOR UNDERGROUND REFERNCE PLAN SET <br /> MUNICIPALITY DICTATE OTHERWISE. BE W34 verizonv# <br /> 2. ALL SIGNS ARE48"X48" BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. PREPARE° <br /> TO STOP <br /> 3. TRAFFICSHALL NOT BESTOPPED INANYONE DIRECTION FOR MORETHAN 10 MINUTES. I I I MINIMUM TAPER LENGTH IN FEET <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. x LANE POSTED SPEED LIMIT(MPH) FORESITE <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. I I I WIDTH25 30 35 40 45 so 55 60 65 70 <br /> 6. WORK AREA TO INCLUDE STAGING AREA. <br /> 10 105 150 205 270 450 500 550 - - - <br /> it 115 165 225 295 495 550 605 660 - - <br /> b <br /> 12 125 180 245 320 540 600 660 720 780 840 T E R C 0 M <br /> CONSTRUCTION INC <br /> p <br /> D � T <br /> z 0 <br /> r <br /> w <br /> o <br /> "W3-40-1 <br /> BUFFER DATA1oo--zoo' x <br /> LONGITUDINAL BUFFER SPACE =B b <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> LENGTH(FEET) 155 1 200 1 250 1 305 1 360 1 425 1 495 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiillI <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHICLE(WI TH TMA) STATIONARY 43Td St E a — — <br /> VEHICLE TYPE WI TH TMA LOADEDWEIGHT(LBS) OPERATION(FEET) <br /> 4YARDDUMPTRUCK, MINIMUM WEIGHT15,000 LBS. <br /> SERVICETRUCK,FLATBED, (MAXIMUM WEIGHTSHALL BE IN 30 MIN. I <br /> ACCORDANCE W ITH MANUFACTURER <br /> ETC. RECOMMEN RATION) <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br /> IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMAIS AVAILABLE.IF NO TMA IS X X 100'-200' O <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD OM <br /> WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED p <br /> W20-1 W3-4 <br /> ROAD BE O <br /> WORK PREPARED <br /> AHEAD TO STOP <br /> CHANNELIZING DEVICE SPACING (FEET) I x SIGN SPACING = X FEET <br /> wazR FREEWAYS&EXPRESSWAYS 50/70MPH 1500'+/-(ORAS PER MUTCO) <br /> MPH TAPER TANGENT RURALHIGHWAYS 60/65MPH 800'+/- <br /> 50/70 40 80 I RURAL ROADS 45/55 MPH 500'+/- <br /> 35/45 30 60 x RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> 25/30 20 r��E] I wzo-SR RUAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- <br /> IGHT LAN RESIDENTIAL&BUSINESS DISTRICTS <br /> CLOSED URBAN STREETS 25 MPH OR LESS 100'+/- <br /> n,, HEA ALL SIGNSARE48"x48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> > I " I I x (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> Q W20-1 INTER SECTIONS,AND DRIVEWAYS <br /> > ROAD (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br /> O I I I WORK <br /> U AHEAD <br /> SHEET:7 OF 13 <br />