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t' MATCH LINE A 2p MATCH LINE B <br /> 0 j MINIMUM TAPER LENGTH-L(/mq <br /> LANE POSTED SPEED(.Ph) <br /> eq� WIDTH <br /> (Mel) 25 30 35 40 45 50 55 60 65 70 <br /> 10 105 150 2D5 270 450 500 550 <br /> 11 115 165 225 295 405 550 605 660 <br /> 12 12S 180 245 320 640 BID SW 720 780 <br /> W20-1 30 <br /> Qt W4-2R BUFFER DATA <br /> \\� LDNOITUDINAL BUFFER SPACE.B <br /> 200' ♦O SPEED(NIP") ZS 30 35 40 43 50 55 60 65 70 <br /> LENGTH(hN) 155 1 200 250 1 3D5 I 360 425 1 I95 I 570 645 730 <br /> 200' <br /> NO PARKING SIGNS <br /> Barricade mounted, placed <br /> c on the street 20ft apart. <br /> M 72hrs prior to the start <br /> of work. <br /> W20-5R y <br /> 0 <br /> W <br /> 200, ^1y <br /> 0 <br /> m <br /> MATCH LINE A ,®y� <br /> Taper 1801 c <br /> jrb <br /> GENERAL NOTES 100th St SW 30 <br /> ALL WORK TO BE PERFORMED DURING <br /> DAYTIME HOURS,UNLESS TRAFFIC ARROWBOARD <br /> VOLUMES OR MUNICIPALITY DICTATE ��OTHERWISE <br /> ALL SIGNS ARE 48"X48'BLACK ON <br /> FLUORESCENT ORANGE UNLESS bw b <br /> OTHERWISE NOTED lgj20 <br /> .- l 0 <br /> TRAFFIC SHALL NOT BE STOPPED IN ANY <br /> ONE D CTION FOR MORE THAN 10 C\I <br /> MINUTES <br /> A PEDESTRIAN SPOTTER WILL BE USED AS " W20-1 <br /> NEEDED TO ACCOMMODATE PEDESTRIANS <br /> THROUGH THE WORK ZONE <br /> WORK AREA TO INCLUDE STAGING AREA MATCH LINE B <br /> JOB#/PM# AGENCY PRIME CONTRACTOR TCP QUESTIONS CALL: MPH TAPER SIGN SPACING TAPER TANGENT <br /> 1801AVAO.19 ROWI EVT_2019 180' 200'FORESITE CITY 30 <br /> EVERETT 209-400-7075 <br /> PREPARED BY INITIALS " SHIFT TAP R 1/27APEfl 7 <br /> ........................................................................................... _ <br /> INC <br /> CITE RISE,RED A.Q. ` RISE SHIFT DER T PER=1/3TAPER <br /> SHEET# PROJECT LOCATION DATE PREPARED SCALE 4� J ® O 0 <br /> SHEET 2 4th Ave W, Everett WA 07/22/2019 NOT TO SCALE v L: ^' .9 WORK AREA <br />