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OPTIONAL <br /> IF <40 MPH <br /> ROLL SPACING <br /> \, W20-7A W3-4 W20-4 W20-1 <br /> (MIN 50' MAX 100') <br /> WITH �� PREPARED ROAD <br /> WORK AREA WORK <br /> TO STOP A*/ <br /> AHEAD <br /> TRUCK <br /> DOWNSTREAM TAPER WITH BUFFER SPACE <br /> (MIN 50' MAX 100') FLASHING (SEE TABLE A) SEE SEE SEE <br /> BEACON NOTE 1 NOTE 1 NOTE 1 <br /> 0 <br /> o O <br /> o <br /> � OO 040 <br /> No- <br /> SEE SEE SEE <br /> NOTE 1 NOTE 1 NOTE 1 <br /> NOTES LEGEND <br /> / ROAD ONE NEN BE <br /> WORK R D �°°PREPARED �� <br /> OA TO <br /> STOP 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> AHEAD AHEAD RESIDENTIAL STREETS (25 MPH) AND 350' FOR DRAWING 713. <br /> ARTERIAL ROADWAYS. <br /> W20-1 W20-4 W3-4 W20-7A <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> OPTIONAL NIGHT-TIME USE (OPTIONAL). <br /> Y IF <40MPH <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> z <br /> 0 <br /> TABLE A 4. SIGN SIZE PER MUTCD. <br /> cl SPEED CONE SPACING BUFFER 5. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR <br /> (MPH) (FT) SPACING SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> TANGENT TAPER (FT) SEE CURRENT MUTCD. <br /> Z 25 25 55 CITY OF EVERETT <br /> 0 <br /> z 30 30 85 Z EVERETT PUBLIC WORKS DEPARTMENT <br /> w 35 35 20 120 <br /> City Engineer Section Manager CAD Manager Drawn By Current Rev Date <br /> o RYAN SASS con- <br /> HERT PAUL WILHELM ESH <br /> N 01 05 2017 <br /> 40 40 170 TITLE TRAFFIC CONTROL PLAN STANDARD DRAWING No. <br /> a <br /> 45 45 220 2 LANE ROADWAY: <br /> a ONE LANE CLOSED WITH ALTERNATING 701 <br /> ONEWAY TRAFFIC AND SPOTTERS <br />