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I ) <br /> I I <br /> W20-1 <br /> W4-2L W20-5L W20-1 <br /> ROAD <br /> WORK LEFT ROAD <br /> AHEAD WITH WORK <br /> CLOSED4 AHEAD <br /> ROLL SPACING AHEM50'MIN 100'MAX g +L, TA LENGH <br /> (TABPERLE A)T SEE SEE SEE <br /> �y 50'MIN _NOTE 1 NOTE 1 NOTE 1 <br /> • 9 ♦ 4, ♦ ®�}�• ♦ 7 KEEP ♦_•"'�-1--'•' - - _ Y-♦--♦—. -40- - <br /> --___/, - d 1��� RIGHT 111 . <br /> R47B �y-yy♦ • • ♦ ♦ ♦ ♦ • / - -• <br /> --op- • <br /> 1- z 1 1 f <br /> Yccj Z x w N NOTES LEGEND <br /> =u 3 m -I j ROAD— WORK 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> � y 3 <br /> I-,IS OJ / AHEAD RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> 08 03 -' ARTERIAL ROADWAYS <br /> 3 w,~>- <br /> ▪ m m o z W20-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> og ± NIGHT-TIME USE(OPTIONAL). <br /> LL <br /> LL 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> I ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED TAPER LENGTH CONE SPACING I MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER WORK SITE WITH MATERIALS OR EQUIPMENT <br /> 10' 12' (FT) I (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 N16. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> El 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 270' 320' 40 ( I SEE CURRENT MUTCD. °"'1 SASS ICORErliTh I PAgLHELM I°"*"ESN 02/28/2018 <br /> 45 450' 540' 45 I I TRAFFIC CONTROL PLAN 5 L <br /> ANE ROADWAY WITH LEFT LANE 707 <br /> #, • <br /> CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br /> IIIIII M E - - M E 11111 NM NM N EN I 11111 ME M n MN MN <br />