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BUFFER DATA <br /> TRAFFIC TO BE STOPPED Matchline °A►' - See Sheet 6 LONGITUDINAL BUFFER SPACE = B <br /> 1 0-15 MINUTES TO SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> TRANSFER O.H. WIRE W12-1 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 <br /> lD MINIMUM TAPER LENGTH = L(feet) <br /> N LANE POSTED SPEED(mph) <br /> WIDTH <br /> W20-7A (feet) 25 30 35 40 45 50 55 60 65 70 <br /> 10 105 150 205 270 450 500 550 - - - <br /> Pvt 11 115 165 225 295 495 550 605 660 - <br /> 112th St SE . 12 125 180 245 320 540 600 660 720 780 <br /> Pvt <br /> CONTACT INFO: <br /> 350' FIBE SOLUTIONS <br /> 350' PROJECT MANAGER <br /> N TERRY CROMWELL <br /> 0 206.793.0637 <br /> o D 28" 71b Q TCS#010558 <br /> cc <br /> j <br /> TYPE OF WORK:AERIAL <br /> Q WORK HOURS:M-F 8AM-5PM <br /> co <br /> Silver Lake Rd OC <br /> Q <br /> IUD ... <br /> � 1 0 <br /> GENERAL NOTES 100' <br /> • ALL WORK TO BE PERFORMED DURING O 0 <br /> DAYTIME HOURS, UNLESS TRAFFIC I <br /> VOLUMES OR MUNICIPALITY DICTATE D 9;�3 Buffer 250' Taper a <br /> OTHERWISE 9L per 245 <br /> • ALL SIGNS ARE 48"X48" BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED uj <br /> • TRAFFIC SHALL NOT BE STOPPED IN ANY �V <br /> ONE DIRECTION FOR MORE THAN 10 <br /> MINUTES <br /> • A PEDESTRIAN SPOTTER WILL BE USED AS <br /> NEEDED TO ACCOMMODATE PEDESTRIANS ,� N <br /> THROUGH THE WORK ZONE <br /> • WORK AREA TO INCLUDE STAGING AREA <br /> JOB#/PM# AGENCY PRIME CONTRACTOR TCP QUESTIONS CALL: MPH TAPER SIGN SPACING TAPER TANGENT <br /> 1130 EVERETT WA FORESITE 209-400-7075 CITY 35 245' 350' 35' 70' <br /> 7 PREPARED BY INITIALS I TA <br /> SHEET# PROJECT LOCATION CITY RISE, INC S.P. SCALE RISE V SHIFTTAPER = 1/2TAPER <br /> SHEET 5 19th Ave SE & 112th St SE DATE PREPARED NOT TO SCALE SHOULDER TAPER= 1/3TAPER <br /> 5/8/2019 WORK AREA <br />