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W20-1 W4-2L W9-3L W20-1 <br /> ROAD <br /> WORK LEFT ROAD <br /> AHEAD WITH CLOSED WORK <br /> AHEAD AHEAD <br /> ROLL SPACING <br /> l I l TA PER LENGTH 100' MAX o (TABLE g <br /> SEE SEE SEE <br /> 50' MIN NOTE 1 NOTE 1 NOTE 1 <br /> ® ® ® 4 KEEP <br /> RIGHT ® � ® � � — <br /> R4-7A <br /> = o � TTo <br /> o = Q N NOTES LEGEND <br /> ROAD <br /> Y z ~ W <br /> U co WORK 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR 0 CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> a v o AHEAD RESIDENTIAL STREETS (25 MPH) AND 350' FOR DRAWING 713. <br /> o6 m = J ARTERIAL ROADWAYS <br /> < (DF <br /> w z <br /> o cc _ o z W20-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> a Oz <br /> m = NIGHT-TIME USE (OPTIONAL). <br /> Y O LL Q <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> 2i ENGINEER. <br /> z <br /> TABLE A I 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> W I MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED TAPER LENGTH CONE SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER <br /> w 10' 12' (FT) I I (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> a <br /> Z 25 105' 125' 25 5. SIGN SIZE PER MUTCD. <br /> CITY OF EVERETT <br /> .6 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR EVERETT <br /> Z PUBLIC WORKS DEPARTMENT <br /> w 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> City Engineer SaUi Drawn"Manager CAD Manager y Current Rev Date <br /> 40 270' 320' 40 I I SEE CURRENT MUTCD. RYANSASs COREYHERT PAULWILHELM ESH TITLE 01/05/2017 <br /> TRAFFIC CONTROL PLAN STANDARD DRAWING No. <br /> CS <br /> 45 450' 540' 45 5 LANE ROADWAY WITH LEFT LANE 707 <br /> CLOSURE FAR SIDE OF INTERSECTION <br />