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t t <br />SEE - - SEE <br />NOTE 1 NOTE 1 <br />ROAD EFFTU <br />WORK LANE <br />AHEAD CLOSED <br />AHEAD 10 <br />W20-1 W9-3L (MOD) W4-2L <br />r <br />200' <br />ox // WORK AREA <br />TAPER LENGTH <br />(SEE TABLE A) <br />TAPER LENGTH 10DIT MIN. <br />(SEE TABLE A) <br />TABLE A <br />SPEED <br />(MPH) <br />TAPER LENGTH <br />FOR SHIFT WIDTH <br />CONE SPACING <br />ALONG TAPER <br />(FT) <br />10' <br />12' <br />25 <br />105' <br />125' <br />25 <br />30 <br />150' <br />180' <br />30 <br />35 <br />205' <br />245' <br />35 <br />40 <br />270' <br />320' <br />40 <br />45 <br />450' <br />540' <br />45 <br />TAPER LENGTH <br />BUFFER SPACE (SEE TABLE A) <br />(SEE TABLE A) <br />W 1-4L W 1-4L <br />TAPER LENGTH TAPER LENGTH <br />(SEE TABLE A) (SEE TABLE A) <br />200' <br />200' <br />NOTES <br />1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR <br />RESIDENTIAL STREETS (25 MPH) AND 350' FOR <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 />4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br />MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br />WORK SITE WITH MATERIALS OR EQUIPMENT <br />(FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br />5. SIGN SIZE PER MUTCD. <br />6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR <br />SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br />SEE CURRENT MUTCD. <br />W4-2R W9-3R W20-1 <br />ol <br />RIGHT ROAD <br />LANE WORK <br />CLOSED AHEAD <br />AHEAD <br />SEE SEE SEE <br />NOTE 1 NOTE 1 NOTE 1 <br />LEGEND <br />CONE OR CHANNELIZING DEVICE SEE STANDARD <br />DRAWING 713. <br />or <br />OF EVERETT <br />REn' PUBLIC WORKS DEPARTMENT <br />City Engineer c ion Manager CAD Manager Drawn By Current Rev Date <br />RYAN SASS COREY HERT PAUL WILHELM ESH 01/05/2017 <br />TITLE <br />TRAFFIC CONTROL PLAN STANDARD DRAWING No. <br />5 LANE ROADWAY' 710 <br />WITH MULTILANE CLOSURE r- <br />