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1 all r 1 a — — — 1 V MI MI 1 1 NM En NM — MI <br /> 0 W4-2L W9-3L(MOD) W20-1 <br /> WITH <br /> ROLL SPACING ° ' ROAD <br /> (MIN 50'MAX 100) T WORK <br /> WORK 4 <br /> CLOS AHEAD <br /> WORK AREA - TRUCK <br /> WITH <br /> ROLL SPACING FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> (MIN 50'MAX 100') BEACON SEE TABLE A (SEE TABLE A) NOTE I NOTE 1 NOTE 1 <br /> .444 <br /> -- ----4—® ® �-vir �-0-®—®---�®— - - - - - - - - - - - - <br /> » <br /> WITH Sil OPTIONAL WITH <br /> OPTIONAL <br /> R3-1L R3-1L <br /> NOTES LEGEND <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR FE CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> i SPEED TAPER LENGTH CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> e (F17 SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> (MPH) FOR SHIFT WIDTH <br /> P. 5' 6' TANGENT TAPER (FN) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 6 25 26' 31' 25 55 5. SIGN SIZEPERMUTCD. CITY OF EVERETT <br /> 0 <br /> :n 30 38' 45' 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR "477 PUBLIC WORKS DEPARTMENT <br /> Z <br /> R 35 51' 61' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS ' <br /> 40 67' 80' 40 170 SEE CURRENT MUTCD. °' sAss ICO it.ar I AUL YILHELM I°'iSH 12/30/2016 <br /> TRAFFIC CONTROL PLAN --. <br /> 45 113' 135' 45 1220 <br /> 70 <br /> s <br /> 5 LANE ROADWAY 712 <br /> 1 WITH LEFT LANE CLOSURE <br />