Laserfiche WebLink
TABLE OF CONTENTS FOR INDEX 102-000 GENERAL NOTES:1.Use this Index for all work zones. <br /> Sheet No. Contents <br /> I Tableof Contents <br /> Temporary Traffic Centro!Tables <br /> 2.See the Plans for Work Zone Speed. <br /> 2 •• Drop-offs <br /> 3 Miscellaneous Details CLEAR ZONE WIDTHS FOR WORK ZONES <br /> 4 Post-mounted Work Zone Sin Su ports Work Zone Travel Lanes& Auxiliary Lanes& <br /> 5 Project Information Signs Speed(mph) Multilane Ramps Single Lane Ramps <br /> 6 Work Zone Pavement Markings <br /> (feed (feet) <br /> x 7 Tem orar Raised Rumble Strips 60 30 18 <br /> 55 24 14 <br /> 8 Temporary Traffic Control Devices <br /> 45-50 18 70 <br /> 5 40 14 10 <br /> All Speeds with 4'Behind Face of Curb <br /> TABLE OF CONTENTS FOR 202 SERIES Curb&Gutter <br /> Standard Index Title Associated MUTCD <br /> Plans Index Typlcal Application(s) <br /> 102-000 Temporary Traffic Control General Information and Devices NIA CHANNELIZING DEVICE SPACING <br /> 102-005 Work Beyond the Shoulder TA-1 •' •• <br /> 102-010 Work on the Shoulder Max.Spacing(feet) <br /> TA-3,TA-S,TA-6 Work ���-• •� <br /> 102-015 Mobile Operations TA-4,TA-17,TA-35 Zone Cones or Type 1 Barricades, <br /> 102-020 Temporary Roadway Closure TA-13 Speed Tubular Markers Type 11 Barricades, <br /> (mph) Vertical Panels,or Drum <br /> 102-025 Two-Lane Roadway.Lane Closure Using Fla gets TA-10 Taper Tangent I raper I Tangent <br /> 102-030 Two-Lane Roadway,Lane Closure Using Temporary Traffic Signals TA-12 s 45 25 50 25 50 <br /> 102-035 Haul Road Crossing TA-14 z 50 25 50 50 700 <br /> 102-040 Two-Lane Roadway,Temporary Diversion TA-7 <br /> 102-045 Multilane Roadway,Single Lane Closure TA-33 <br /> 102-050 Multilane Roadway,Multiple Lane Closure TA-37 _ <br /> 102-055 Multilane Roadway,Lane Closure with Lane Shift TA-36 TAPER LENGTH "L" COMMON TAPER LENGTHS "L" (FEET) <br /> 102-060 Multilane Roadway,Temporary Diversion TA-39 Work Zone Min. Work Zone Width of Offset(feet)l01-065 Limited Access Temporary Opening NIA Speed(mph) Length(feet <br /> 1 Speed(mph) S 8 10 I7 12 <br /> 102-070 Traffic Pacing NIA 25 55 85 105 115 125 <br /> 702-075 Work on the Sidewalk TA-28,TA-29 s 40 L=--W5, 30 75 120 150 165 180 <br /> 702-100 Tem orary Barrier 60 <br /> NIA z 45 L=WS 35 105 165 205 225 245 <br /> 702-110 T pe X Temporary Concrete Barrier System N/A Where:W=width of offset 40 135 215 270 295 320 <br /> 202-720 Law Frof)te Barrier NIA in feet 45 225 360 450 495 540 <br /> S -seed in mph 50 250 400 500 550 600 <br /> SS 275 440 550 605 660 <br /> 60 300 4B0 600 660 720 <br /> 65 325 520 650 715 780 <br /> BUFFER LENGTH "U" 70 350 560 700 770 840 <br /> Work Zane Min. <br /> Speed(mph) Length(feet) <br /> 25 155 WORK ZONE SIGN DISTANCE "X" <br /> 30 200 Road Type Min.Spacing(feet) <br /> 40 305 Arterials and Collectors with 200 <br /> Work Zone Speed 5 40 mph _ <br /> 45 360 Arterials and Collectors with <br /> 50 425 Work Zone Speed a 45 mph Soo <br /> 55 495 Limited Access Roadways 1 1,500 <br /> 60 570 Note:When using MUTCD Typical Applications,use the <br /> 65 645 above values for all MUTCD"A•',"B",and"C"distances <br /> 70 730 between signs. <br /> Nate:When Buffer Length"U" <br /> Cannot be attained due to <br /> geometric constraints,use <br /> the greatest length possible, <br /> but not less than 135 feet. <br /> TABLE OF CONTENTS TEMPORARY TRAFFIC CONTROL TABLES <br /> LAST IZI DESCRIPTION: FY 2020-2I TRL6eFF�C CONTROL SHEET <br /> RELAS FDOY TEMPORARY <br /> 11101119 .ems-- STANDARD PLANS GENERAL. IINFORMATYON ANY) LDEV110ES 102-000 1 Of 8 <br /> o; <br />