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BUFFER DATA <br /> LONGITUDINAL BUFFER SPACE = B r <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 W20-1 avoa <br /> N <br /> LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 <br /> 100' >> <br /> Matchline `A' <br /> MINIMUM TAPER LENGTH = L(feet) <br /> ¢3a <br /> LANE POSTED SPEED(mph) r <br /> WIDTH(feet) 25 30 35 40 45 50 55 60 65 70 RAFFIC LIGHTS SET TO FLASHING RED 108th St SE <br /> 10 105 150 205 270 450 500 550 - - <br /> 2 8" <br /> 11 115 165 225 295 495 550 605 660 - <br /> 12 125 180 245 320 540 600 660 720 780 350' <br /> Pvt 112th St SE 25 <br /> Pvt <br /> Nd3„n D CONTACT INFO: <br /> *' e� W20-5R 3Ntl�H ltl < FIBE SOLUTIONS <br /> PROJECT MANAGER <br /> m TERRY CROMWELL <br /> w 206.793.0637 <br /> 350' TCS#010558 <br /> 00 <br /> 350' TYPE OF WORK:AERIAL <br /> N WORK HOURS:M-F 8AM-5PM <br /> 350' <br /> N <br /> O D <br /> TRAFFIC TO BE STOPPED 350' <br /> 10-15 MINUTES TO <br /> TRANSFER O.H. WIRE <br /> Silver Lake Rd 25 <br /> GENERAL NOTES <br /> • ALL WORK TO BE PERFORMED DURING VV20' r <br /> DAYTIME HOURS, UNLESS TRAFFIC <br /> W20-7A No <br /> VOLUMES OR MUNICIPALITY DICTATE <br /> OTHERWISE = 100 100, oyQ <br /> • ALL SIGNS ARE 48"X48" BLACK ON ) N oo. <br /> FLUORESCENT ORANGE UNLESS %9�9 350 Pvt wr <br /> OTHERWISE NOTED <br /> • TRAFFIC SHALL NOT BE STOPPED IN ANY '9L�� ooQ _ <br /> ONE DIRECTION FOR MORE THAN 10 110th St SE 25 <br /> MINUTES �s <br /> • A PEDESTRIAN SPOTTER WILL BE USED AS <br /> NEEDED TO ACCOMMODATE PEDESTRIANS Matchline `A' <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 rt 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 4 19th Ave SE & 112th St SE DATE PREPARED NOT TO SCALE SHOULDER TAPER= 1/3TAPER <br /> 5/8/2019 WORK AREA <br />