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CHANNEUZING DEVICE SPACING(FEET) Q I I TRAFFIC CONTROL PLAN -14asTec <br /> MPH TAPER TANGENT a I I SHORTTERM STATIONARY WORK ZONE u11rLYs—lm <br /> 50/70 40 80 u I GENERAL NOTES: FOR UNDERGROUND REFERNCE PLAN SET <br /> 35/45 30 60 I I 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR verizonN/ <br /> MUNICIPALITY DICTATE OTHERWISE. <br /> 25/30 20 40 I I 2.ALL SIGNS ARE 48"X48"BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> I I 3.TRAFFICSHALL NOT BESTOPPED IN ANY ONE DIRECTION FOR MORETHAN 10 MINUTES. FORESITE <br /> I I 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.S.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> SIGN SPACING=X FEET <br /> I ( 6.WORK AREA TO INCLUDE STAGING AREA. <br /> FREEWAYS&EXPRESSWAYS 50170 MPH 1500'+/-(ORASPFRMUTCO) ROAD I I I MINIMUM TAPER LENGTH IN FEETkLelf <br /> RURALHIGHWAYS 60/65 MPH 800+/- wpuc <br /> RURALROADS 45/55MPH 5OU+/- ANFAD I I LANE POSTED SPEE D LIMIT(M PH) T E R C 0 M <br /> RUAL ROADS&URBAN ARTERIALS 35/40MPH 3501+/- I I I WIC 25 30 35 40 45 SO 55 60 65 70 <br /> RUALROADS&URBANARTERIALS `in< x <br /> RESIDENTIAL&BUSNESS DISTRICTS 25/30 MPH 200'+/- i I 10 105 150 205 270 450 500 550 - - <br /> URBANSTREEPS 25 MPH OR LESS 10V+/- I El <br /> n <br /> AIL SIGNS ARE48"x49"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED ' 11 115 165 225 295 q95 550 605 660 - 0 <br /> (1)ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> INTERSECTIONS.AND DRIVEWAYS 12 125 180 245 320 $40 600 660 720 780 840 <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS � --I TI <br /> I Z 0 <br /> $ � w3< ROAD Wipy r.. <br /> PRFPAIIED WON( <br /> JVL �V4 }Ilj �IJj TO ST01 ANFRp <br /> SOD'-iar K x <br /> IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II <br /> — — — — — — — — — — — <br /> � - - — —— — � — — — — — <br /> 39'St <br /> x Ear.1DD• I � • <br /> w2p-I war I 4• <br /> woPx PREPARED �^Y <br /> AHUD TosroP � I � 4 � 5t <br /> I 4 <br /> a BUFFER DATA <br /> I j• <br /> ti LONGITUDINAL BUFFER SPACE=B <br /> • SPEED(MPN) ii I 10 I 35 I as I AS I 50 I - fi0 65 90 <br /> LENGTNIIEET) 155 1 —I —I 3p5 I UO I R15 1 R15 SM WS 13. <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> II w<'1R Yp GLPRMaIVE —1.1 PROTECTNE VEHICLE(MTHTMA) STAT—Y <br /> VEHICLETVPEVATHTAM LOADFpWFIGM RIBI OPfMTION PEEN <br /> 4YMDUUNPTRUQ MINIMUM WEIGHTIS,Dpp IBi. <br /> SERMCETRUM FIATBED, BAAIOMUNIYA TSIULL REIN 30 MIN. <br /> ETC ACMRDNi CF WITHAMNUFACTURER <br /> I I RECOMMFNGTION) <br /> w�D-sR ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br /> I I GN uN <br /> APRDTECTIVE VEMICIE <br /> I I ¢NGD IS MENDED <br /> NDED S REW DIGLLSIVFL AD TGMTEDIS IpN TIlUE F3I1EELD.IFT ON DSH IMEAD <br /> IS <br /> USFD,INEPRTM:VIII—SN BE <br /> WORKENNORLLMIADDISTANCEISSPECIFIED I I <br /> RWD Wi <br /> I I WORK <br /> AHGD <br /> NOTES: SHEET:11 OF 13 <br /> 1. TIME OF DAY RESTRICTIONS FOR THIS TRAFFIC <br /> CONTROL PLAN: NO LANE CLOSURES 3:OOPM TO / <br /> 5:30PM. APPROVED AS NOTED., <br /> By CHert at 7:28:38 AM,412212019 <br />