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BU FIFE RDATA ROAD WORKW20-1 w I TRAFFIC CONTROL PLAN :AasTec <br /> LONGITUDINALBUFFERSPACE = 6 AHEAD a' I SHORT TERM STATIONARY WORK ZONE Utility Services <br /> SPEED(MPH) 25 3D 35 4D 45 SD 55 6D 65 7D x FOR UNDERGROUND REFERNCE PLAN SET <br /> LENGTH(FEET) 155 200 250 305 360 425 495 570 645 730 W20 7 (� <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE f6 GENERAL NOTES: verizon✓ <br /> v <br /> TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITHTMA) STATIONARY <br /> VEHICLE TYPE WITHTMA LOADEDWEIGHT(LES) OPERATION(FEET) I 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br /> MINIMUM WEIGHT 15,000 LES. X MUNICIPALITY DICTATE OTHERWISE. FORESITE <br /> ETC. <br /> 4 YARD DUMP TRUCK, (MAXIMUM WEIGHT SHALL BE IN I ii i� <br /> SERVICETR FLATBED, ACCORDANCEWITHMANUFACTURER 30 MIN. 2. ALL SIGNS ARE 48 X48 BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> ETC. RECOMMENDATION) 1I 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br /> *APROTECTIVEVEHICLE IS RECOMMENDED REGARDLESS IF ATMA ISAVAILABLE.IF NO TMAIS I 4 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD 6. WORK AREA TO INCLUDE STAGING AREA. <br /> WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED <br /> T E R C 0 M <br /> . l <br /> SIGN SPACING = X FEET 1 <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORAS PER MUTCO) o O <br /> RURAL HIGHWAYS 60/65 MPH 800'+/ a r z T <br /> RURAL ROADS 45/55MPH 500'+/- ♦ D � <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- G <br /> RUAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- • 0 <br /> RESIDENTIAL&BUSINESS DISTRICTS <br /> • <br /> URBAN STREETS 25 MPH OR LESS 100'+/- • <br /> ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> (1)ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> INTERSECTIONS,AND DRIVEWAYS <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS <br /> 0 <br /> o <br /> 0 <br /> x <br /> *-71 <br /> x <br /> W20-1 <br /> ROAD <br /> WORK <br /> AHEAD <br /> 52nd St SE <br /> a a <br /> I=> I=> <br /> N <br /> MINIMUM TAPER LENGTH IN FEET <br /> LANE POSTED SPEED LIMIT(MPH) <br /> CHANNELIZING DEVICE SPACING(FEET) WIDTH 25 30 35 40 45 so 55 60 65 70 <br /> MPH TAPER TANGENT <br /> 10 105 150 205 270 450 500 550 - - - <br /> 50/70 40 80 <br /> 11 115 165 225 295 495 550 605 660 - - <br /> 35/45 30 60 <br /> 25/30 20 EiEl 12 125 180 245 320 540 600 660 720 780 840 <br /> SHEET: 12 OF 13 <br />