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IN N - i NS r UN r it a - - r - a - 1 r N <br /> I I <br /> ROAD I I <br /> WORK . <br /> AHEAD <br /> KEEP I jW4-2R W9-3R W20-1 <br /> ' LEFT I I 1 WITH <br /> IGROAD <br /> W4-7A a RLA E WORK <br /> WITH NO I I I ( t S' CL0.5E0 AHEAD <br /> AHEao <br /> ROLL SPACING I I I I TAPER LENGTH <br /> 50'MIN 100'MAX TRUCK ,, (SEE TABLE A) <br /> WITH <br /> WORK FLASHING ( I II __ J SEE SEE SEE <br /> AREA BEACON • / • ) I / NOTE 1 NOTE 1 NOTE 1 <br /> \`_,.._Sc <br /> -- <br /> i __.:=1.- <br /> -. <br /> k��♦ �._ ILl� <br /> ", is <br /> L---- ssJ <br /> 1 <br /> II <br /> II -St. <br /> .' 1 <br /> - - I f.1';) NOTES LEGEND <br /> } i. <br /> 1 I ! I , I i 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> I ' A i RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> I ARTERIAL ROADWAYS <br /> I i I o <br /> i ( I o 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> I I NIGHT-TIME USE(OPTIONAL). <br /> 3 • ROAD 1 i 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> i <br /> ( { WORK IENGINEER. <br /> TABLE A I I AHEAD4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> I W20-1 MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED TAPER LENGTH CONE SPACING I <br /> 8 (MPH) FOR SHIFT WIDTH ALONG TAPER WORK SITE WITH MATERIALS OR EQUIPMENT <br /> e 10' 12' (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 105' 125' 25 I 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 150' 180' 30 <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOREVE Err PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS ry _ <br /> o 40 270' 320' 40 I SEE CURRENT MUTCD. '7,174 SASS ICOREV RT IuPAULWILHELM I'''-'ESH <br /> ^^ 01/05/2017 <br /> j I ( TRAFFIC CONTROL PLAN ---.. <br /> 45 450' 540' 45 g I5 LANE ROADWAY WITH-RIGHT LANE 708 <br /> 1g I 0 I CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br />