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BUFFER DATA SIGN SPACING = X FEET TRAFFIC CONTROL PLAN '•, 1 2�.A'I FREEWAYS&EXPRESSWAYS 50/70MPH 1500'+/-(OR AS PER MUTCO) I a sTe c <br /> SPEED(MPH) z � 5 4 ON GITU DINAL B UFF D s 6o <br /> E R SPACE B 6s ,o I RURALHIGHWAYS 60/65 MPH 800'+/- I SHORT TERM STATIONARY WORK ZONE Utility Services <br /> LENGTH(FEET) 15S 200 250 305 360 425 495 570 645 73p RURALROADS 45/55 MPH 500'+/- FOR UNDERGROUND REFERNCE PLAN SET <br /> I RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- I verizon� <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE I RUAL ROADS&URBAN ARTERIALS <br /> TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITH TMA) STATIONARY <br /> RESIDENTIAL&BUSINESS DISTRICTS 25/30MPH 200'+/- I GENERAL NOTES: <br /> VEHICLE TYPEWITHTMA LOADEDWEIGHT(LES) OPERATION(FEET) I URBAN STREETS 25 MPH OR LESS 100'+/- I 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC <br /> 4 YARD DUMP TRUCK, <br /> MINIMUM WEIGHT 15,000 LES. ALL SIGNSARE48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED I VOLUMES OR MUNICIPALITY DICTATE OTHERWISE. FORESITE <br /> (MAXIMU MWEIGHT SHALL BE IN I (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE �� ii <br /> SERVICETRUCK,FLATBED, ACCORDANCEWITH MANUFACTURER 30 MIN. INTERSECTIONS,AND DRIVEWAYS 2. ALL SIGNS ARE 48 X48 BLACK ON FLUORESCENT ORANGE UNLESS <br /> ETC. RECOMMEN RATION) <br /> I (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIO NS I OTHERWISE NOTED. <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. I I 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA ISAVAILABLE.IF NO TMAIS 10 MINUTES. <br /> USED,THE PROTECTIVE VEHICLESHALL BESTRATEGICALLY LOCATED IN THE FIELDTO SHIELD I W20-1 I WORKERS AND NO ROLL AHEAD DISTANCE ISSPECIFIED ROAD 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK <br /> WORK ZONE. <br /> AHEAD 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. T E R C O M <br /> x �7 11 6, WORK AREA TO INCLUDE STAGING AREA, <br /> I W20-7a I <br /> x I Z D <br /> W20-7a ROAD W20 <br /> 20 -1 Z <br /> o I <br /> WORK O <br /> AHEAD r <br /> 0' X X <br /> IIIIIIIIIIIIIIIIIIIIII <br /> 50t" St SEMUD <br /> vkWORR`....` IIIIIIIIIIIIIIIIIIIIII <br /> AREA <br /> X X 100'-200' <br /> 0-7a ROAD <br /> I o <br /> WORK <br /> AHEA <br /> I I o <br /> I <br /> I I X <br /> I I �W20-7a <br /> I <br /> x <br /> W20-1 <br /> ROAD <br /> MINIMUM TAPER LENGTH IN FEET <br /> AHEAD <br /> LANE POSTED SPEED LIMIT(MPH) <br /> CHANNELIZING DEVICE SPACING (FEET) I WIDTH 25 30 35 40 45 50 55 60 65 70 <br /> MPH TAPER TANGENT I 10 105 150 205 270 450 500 550 - - - <br /> 50/70 40 80 i 11 115 165 225 295 495 550 605 660 - - <br /> 35/45 30 60 I 12 125 180 245 320 540 600 660 720 780 840 <br /> a� <br /> 25/30 20 40 > <br /> Q <br /> 0 I I SHEET: 10 OF 13 <br />