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TRAFFIC CONTROL PLAN <br /> -7asTec <br /> GENERAL NOTES: I SHORTTERM STATIONARY WORK ZONE ULB9tySvw. <br /> 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR Raw w�0-' FOR UNDERGROUND REFERNCE PLAN SET <br /> MUNICIPALITY DICTATE OTHERWISE. L9ORR <br /> 2.ALL SIGNS ARE 48"X48"BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. AHEAD verizon✓ <br /> 3.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES. <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br /> 5.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. PREPARED FORESITE <br /> 6.WORK AREA TO INCLUDE STAGING AREA. TOSTOP <br /> W3.< RMD w101 <br /> $ I ME RED TO STOP WD� T E R C 0 M <br /> $ <br /> _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - a � o � <br /> a <br /> - - - - 43rtl St E _ _ - - - - - Z= _ <br /> TI <br /> - - a Z <br /> IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII = � <br /> N 00'-iDp' <br /> W20.1 W31 (ti <br /> ROAD "ll <br /> WD PREPARED <br /> TO STOP 4 <br /> BUFFER DATA W`e <br /> LONGITUDINAL BUFFER SPACE=8 <br /> 1 r <br /> SPEEDIMPH) 25 30 SS 40 RS SO SS 60 ES TO I <br /> LENGTH IR" ]SS TOO 250 305 I 36D A25 —I STO I—I Yx T <br /> PROTECTIVE VEHICLEWITHTMA ROLLAHEAD DISTANCE f MINIMUM TAPER LENGTH IN FEET <br /> ttPIGLMOIECTWE TY—PROTECTNEVEIKI.E(AITHTMA) STATIaURY 1 LANE POSTED SPEED OMIT(MPH) <br /> VEMIaEMEWI—A wADEDWEIGHT(L•R) OPERATION IFEEIT � WIDT <br /> a YARDO—TRUCK, W.—wEI—S'—LBs. 25 30 35 40 4S 50 55 60 65 70 <br /> SFRNCETRUCK,FIATBED, IMAKIMUM WEIGNTSNALLBEIN 30 MIN. I R 10 105 150 205 270 450 500 550 <br /> �� ACCOROANQWITHMANUFACTURER <br /> RFCOMMENMTION) • - <br /> ROLLAHEADSTOPPINGDISTANCEASSUMESDRYPAVEMENT. 11 115 165 225 295 495 550 605 610 - - <br /> •APROFECTIVEVEHIQ ISKE MENDEDRF"WUSSIFATMAISAVAILABIE.IFNOTMAIS a <br /> USED,THE MOTECTPA:VDA IE—BE STRATEGICALLYLOCATEO IN THE FIEw TO SHI&° IZ 125 1$D 245 32Q 54Q 600 660 72D 780 640 WORKERS AND NO R=MEAD DISTANCE 15 SPEOFIED <br /> a I <br /> SIGN SPACING=X FEET <br /> CHANNELIZING DEVICE SPACING(FEET) >< WA 2x FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(DRAEPEAMIrtm) <br /> MPH TAPER TANGENT I� 0' <br /> RURALHIGHWAYS 60/65 MPH B0 +/- <br /> 50/70 40 80 RURALROADS 45/55 MPH S00'+/- <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 35V /- ` <br /> 35/45 3O GO RUAL ROADS&URBAN ARTERIALS 25 30 MPH 200'+/- \ <br /> 25/30 20 40 O w2D SR RESIDENTIAL&BUSINESS DISTRICTS ` <br /> ,� IGHT IA URBAN STREETS 25 MPH OR LESS 10 <br /> D 0'+/- <br /> �OSE° ALL SIGNS ARE 48"R48"BLACK ON ORANGE UNLESS OTHERWISE D(SIGNATED <br /> EA <br /> N I 11)ALL SIGN SPACING MAY BE ADJUSTED <br /> TO ACCOMMODATE INTERCHANGE RAMPS,AT GRE <br /> INTERSECTIONS,AND DRIVEWAYS <br /> W301 (2)THE SPACING MAY BE REDUCED IN URBAN AN EAS TO FIT ROADWAY CONDITIONS <br /> NOTES: <br /> AHEAD <br /> SH:ET OF 13 <br /> 1. TIME OF DAY RESTRICTIONS FOR THIS TRAFFIC <br /> CONTROL PLAN:NO LANE CLOSURES 3:OOPM TO <br /> 5:30PM. <br /> / <br /> APPROVED AS NOTED <br /> By CHert at 7:28:23 AM,412212019 <br />