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ROAD <br /> WORK W20-1 TRAFFIC CONTROL PLAN <br /> AHEAD SHORT TERM STATIONARY WORK ZONE '• a sTe c <br /> Utility Services <br /> GENERAL NOTES: q <br /> xFOR UNDERGROUND REFERNCE PLAN SET <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br /> MUNICIPALITY DICTATE OTHERWISE. verizon�2. ALL SIGNS ARE48"X48" BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES. x <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. `N4-zL I I FORESITE <br /> S. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> 6. WORK AREA TO INCLUDE STAGING AREA. <br /> x <br /> BU FIFE RDATA o I I T E R C 0 M <br /> Q I I CONSTRUCTION INC <br /> LONGITUDINAL BUFFER SPACE =B o <br /> 0 <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> LENGTH(FEET) 155 200 250 305 360 425 495 570 645 730 A <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE 44t" St E <br /> TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITHTMA) STATIONARY _ r <br /> VEHICLE TYP E WI TH TMA LOADEDWEIGHT(LBS) OPERATION(FEET) D T <br /> 4YARDDUMPTRUCK, MINIMUM WEIGHT15,000 LES. <br /> SERVICETRUCK,FLATBED, (MAXIMUM WEIGHTSHALLBEIN 30 MIN. _ <br /> ETC. ACCORDANCE WITH MANUFACTURER <br /> RECOMMENDATION) Ir <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. x I x x T 100'-300' I 100'-300' x x I x <br /> *A PROTECTIVEVEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE.IF NO TMA IS <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD W20-sR W4-2L I • I W4-2L W20-SR <br /> W20-1 W20-1 <br /> WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED ROAD ROAD <br /> CENTER LOSE E I m 0 CE CLOSEDRLA <br /> WORK CLOSE I � y I CIOSED WORK <br /> AHEAD AHEAD AHEAD AHEAD <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 /> CHANNELIZING DEVICE SPACING(FEET) I o 10 105 150 205 270 450 500 550 - - - <br /> m <br /> _ o <br /> o 295 <br /> -MPH TAPER TANGENT 11 115 165 225 495 660 <br /> 50/70 40 80 I I 12 125 180 245 320 540 600 660 720 780 840 <br /> 35/45 30 60 I I x <br /> W4-2R <br /> 25/30 20 1 40 I I I <br /> SIGN SPACING = X FEET <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(0R AS PER MUTCO) <br /> x RURALHIGHWAYS 60/65MPH 800'+/- <br /> () wzo-sR RURALROADS 45/55 MPH 500'+/- N <br /> v I I IGHT lAN <br /> CLOSED RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> HEA RUAL ROADS&URBAN ARTERIALS <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- <br /> x URBAN STREETS 25 MPH OR LESS 100' <br /> ROAD wzo 1 ALL SIGNSARE48"x48"BLACK ON ORANGE UNLESSOT HER WISE DISIGNATED <br /> WORK (1)ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> AHEAD INTERSECTIONS,AND DRIVEWAYS <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br /> SHEET:4 OF 13 <br />