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R3-1L <br /> NOT OPTIONAL [Fell W9-3L (MOD) W20-1 <br /> WITH WITH LEFT /AA\ <br /> TURN LANE WORK <br /> CLOSED <br /> AHEAD AHEAD <br /> ROLL SPACING <br /> (MIN 50' MAX100') TRUCK <br /> WITH <br /> FLASHING BUFFER SPACE TAPER LENGTH SEE SEE <br /> BEACON (SEE TABLE A) (SEE TABLE A) NOTE 1 NOTE 1 <br /> WORK AREA <br /> 0 0 0 <br /> pop <br /> 0 <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. SPOTTER REQUIRED WHENEVER THE CONTRACTOR <br /> MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED CONE SPACING BUFFER <br /> (MPH) (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> w TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> a <br /> Z 25 25 55 5. SIGN SIZE PER MUTCD.0 CITY OF EVERETT <br /> ezi 30 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR EVERETT <br /> z PUBLIC WORKS DEPARTMENT <br /> w 35 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 0 City Engineer Secti Manager CAD Manager Drawn ey Curren[Rev Date <br /> 40 40 170 SEE CURRENT MUTCD. TtERYANSASS 10REYHERT PAULWILHELM ESH 01/05/2017 <br /> a 45 45 220 <br /> TRAFFIC CONTROL PLAN STANDARD DRAWING"°. <br /> Ea <br /> 5 LANE ROADWAY 705 <br /> INTERSECTION WITH LEFT TURN LANE CLOSED <br />