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350' W20-1 a oa <br /> Matchline `A' 350't W20-5R <br /> 200' W20-1 <br /> ° <br /> 00. <br /> c;Q <br /> .o'o <br /> CFO � <br /> 200' 100th St SE CONTACT INFO: <br /> NW4-2R FIBE SOLUTIONS <br /> 28" 71b O PROJECT MANAGER <br /> 1 100th PI SE 25 TERRY CROMWELL <br /> 206.793.0637 <br /> GENERAL NOTES TCS#010558 <br /> • ALL WORK TO BE PERFORMED DURING mn° TYPE OF WORK:AERIAL <br /> DAYTIME HOURS, UNLESS TRAFFIC 'F° WORK HOURS: M-F 8AM-5PM <br /> VOLUMES OR MUNICIPALITY DICTATE D 100' <br /> OTHERWISE <br /> � N <br /> • ALL SIGNS ARE 48"X48" BLACK ON N O 350' <br /> FLUORESCENT ORANGE UNLESS R1 <br /> OTHERWISE NOTED w D <br /> • TRAFFIC SHALL NOT BE STOPPED IN ANY BUFFER DATA <br /> ONE DIRECTION FOR MORE THAN 10 cn LONGITUDINAL BUFFER SPACE = B <br /> MINUTES m <br /> W SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> • A PEDESTRIAN SPOTTER WILL BE USED AS sy cr, <br /> NEEDED TO ACCOMMODATE PEDESTRIANS LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 <br /> THROUGH THE WORK ZONE <br /> N <br /> • WORK AREA TO INCLUDE STAGING AREA tJ�i MINIMUM TAPER LENGTH = L(feet) <br /> LANE POSTED SPEED(mph) <br /> WIDTH <br /> ARROWBOARD (feet) 25 30 35 40 45 50 55 60 65 70 <br /> 10 105 150 205 270 450 500 550 - - - <br /> 105th St SE 25 1 11 1 115 165 225 295 495 550 605 660 - <br /> 12 125 180 245 320 540 600 660 720 780 <br /> 350' <br /> 100, <br /> N <br /> O N <br /> 102nd St SE o <br /> p I Pvt <br /> H 10 <br /> AHEAD <br /> AHEA W20-1 W20-1 <br /> Matchline `A' <br /> JOB#/PM# AGENCY PRIME CONTRACTOR TCP QUESTIONS CALL: MPH TAPER SIGN SPACING TAPER TANGENT <br /> 1132 EVERETT WA FORESITE 209-400-7075 „ CITY 35 245' 350' 35' 70' <br /> 7 PREPARED BY INITIALS I TA <br /> ....................................................................... ....................................... <br /> RISE <br /> SHEET# PROJECT LOCATION CITY RISE, INC S.P. SCALE V SHIFT TAPER = 1/2TAPER <br /> SHEET 4 19th Ave SE & 100th St SE DATE PREPARED NOT TO SCALE SHOULDER TAPER= 1/3TAPER <br /> 5/8/2019 WORK AREA <br />