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W4-2R W9-3R W20-1 <br /> RIGHT ROAD <br /> WITH LANE WORK <br /> CLOSED AHEAD <br /> ROLL SPACING AHEAD <br /> (MIN 50' MAX100') TRUCK <br /> WITH <br /> FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> BEACON (SEE TABLE A) (SEE TABLE A) NOTE 1 NOTE 1 NOTE 1 <br /> WORK AREA <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 /> 0 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT—TIME USE (OPTIONAL). <br /> Y <br /> K <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> Z ENGINEER. <br /> z <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED TAPER LENGTH CONE SPACING BUFFER <br /> (MPH) FOR SHIFT WIDTH (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> w 10' 12' TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> Z 25 105' 125' 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 0 <br /> ezi 30 150' 180' 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR &h-VzPUBLIC WORKS DEPARTMENT <br /> w 35 205' 245' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 0 City Engineer Section Manager CAD Manager Drawn ey Current Rev Date <br /> 40 270' 320' 40 170 SEE CURRENT MUTCD. RYANSASS 0REYHERT PAULWILHELM ESH <br /> TITLE <br /> 12/30/2016 <br /> TRAFFIC CONTROL PLAN <br /> 0 45 420' 540' 45 220 5T""°ARD°RAW'"�"°. <br /> �a <br /> 5 LANE ROADWAY 704 <br /> WITH RIGHT LANE CLOSED <br />