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ROAD <br /> WORK <br /> AHEAD <br /> / W4-2R W9-3R W20-1 <br /> KEEP <br /> LEFT I I WITH <br /> RIGHT ROAD <br /> W4-7A o CANED WORK <br /> WITH N I I AHEAD AHEAD <br /> ROLL SPACING I I TAPER LENGTH <br /> 50' MIN 100' MAX TRUCK (SEE TABLE A) <br /> WITH <br /> WORK FLASHING SEE SEE SEE <br /> AREA BEACON NOTE 1 NOTE 1 NOTE 1 <br /> N <br /> o <br /> NOTES LEGEND <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR 0 CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS (25 MPH) AND 350' FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> ' o <br /> 0 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> 0 <br /> NIGHT-TIME USE (OPTIONAL). <br /> Y <br /> K <br /> 3 ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> z WORK ENGINEER. <br /> TABLE A I AHEAD 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> W20-1 MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> cl SPEED TAPER LENGTH CONE SPACING <br /> ° (MPH) FOR SHIFT WIDTH ALONG TAPER WORK SITE WITH MATERIALS OR EQUIPMENT <br /> w 10' 12' (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> a <br /> Z 25 105' 125' 25 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 0 <br /> 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR eh- ERETTZPUBLIC WORKS DEPARTMENT <br /> w 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> City Engineer CO Manager CAD Manager Drawn Ry Current Rev Date <br /> 40 270' 320' 40 SEE CURRENT MUTCD. TITLE <br /> SEE OREYHERT PAULWILHELM ESH 01/05/2017 <br /> a STANDARD DRAWING No. <br /> TRAFFIC CONTROL PLAN <br /> a <br /> cl <br /> 45 450' 540' 45 S LANE ROADWAY WITH RIGHT LANE 708 <br /> _ I CLOSURE FAR SIDE OF INTERSECTION <br />