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TRAFFIC CONTROL PLAN .: IasTec <br /> GENERAL NOTES: I I I SHORT TERM STATIONARY WORK ZONE Utility Services <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR Rppp W201 FOR UNDERGROUND REFERNCE PLAN SET <br /> MUNICIPALITY DICTATE OTHERWISE. woRK I I i verizonv" <br /> AHEAD <br /> 2. ALL SIGNS ARE48"X48" BLACKON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> 3. TRAFFICSHALL NOT BESTOPPED INANYONE DIRECTION FOR MORETHAN 10 MINUTES. x <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. BE W3-4 FORESITE <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. PREPARED <br /> TO STOP <br /> 6. WORK AREA TO IN CLU DE STAGI NG AR EA. <br /> x <br /> OW3-14 W20-1 <br /> o T E R C 0 M <br /> ONSTRUCSION NC <br /> 100'-200' X <br /> a 0 <br /> r z � <br /> 43TdStE a 70 T <br /> X X 100'-200, <br /> ROAD <br /> W20-1 BE W3-4 !L� <br /> �f <br /> WORK PREPARED I • <br /> AHEAD TO STOP 4 <br /> BUFFER DATA 1I a <br /> LONGITUDINAL BUFFER SPACE =B I♦ o <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 1 570 645 1 730 *T <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE I 1jI MINIMUM TAPER LENGTH IN FEET <br /> TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHIC LE(WI TH TMA) STATIONARY I I • LANE POSTED SPEED LIMIT(MPH) <br /> VEHICLE TYP E WI TH TMA LOADED W EIGHT(LBS) OPERATION(FEET) I I 1 WIDT <br /> CK, MINIMUM WEIGHT 15,000 LBS. <br /> 4 YARDDUMPTRU • 25 30 35 40 45 50 55 60 65 �� <br /> SERVICETRUMPTR CK, (MAXIMUM WEIGHTSHALL BE IN 30 MIN. <br /> ACCOR DAN CEWITH MANUFACTURER I I I •ETC. RECOMMENDATION) 1U 105 150 205 270 450 500 550 - - - <br /> • <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. I I I 11 115 165 225 295 495 550 605 660 <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE.IF NO TMA IS I I I O <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD I I I 12 125 180 245 320 540 600 660 720 780 840 <br /> WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED p <br /> O <br /> SIGN SPACING = X FEET <br /> CHANNELIZING DEVICE SPACING(FEET) x FREEWAYS&EXPRESSWAYS 50/70MPH 1500'+/-(ORASPER MUTCO) <br /> W4-2R <br /> MPH TAPER TANGENT I I RURALHIGHWAYS 60/65MPH 800'+/- <br /> 50/70 40 80 <br /> I RURALROADS 45/55 MPH 500'+/- <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> 35/45 30 60 I I x RUAL ROADS&URBAN ARTERIALS <br /> n 25/30 MPH 200'+/ <br /> 25/30 20 40 � I I I wzo-sR RESIDENTIAL&BUSINESS DISTRICTS <br /> a IGHT lAN URBAN STREETS 25 MPH OR LESS 100'+/- <br /> CLOSED ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> D HEA <br /> < I I I (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> x INTERSECTIONS,AND DRIVEWAYS <br /> wzo-1 (2)THE SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br /> ROAD <br /> WORK <br /> AHEAD <br /> SHEET: 6 OF 13 <br />