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® THIS SEQUENCE ON ALL FOUR LEGS OF INTERSECTION <br /> ® R3-1L <br /> NOT OPTIONAL W4-2L W9-3L W20-1 <br /> LEFT ROAD <br /> ® WITH WITH LANE WORK <br /> CLOSED A <br /> KEEP AHEAD HEAD <br /> WORK AREA R' TAPER LENGTH <br /> (SEE TABLE A) <br /> R4-7A SEE SEE SEE <br /> 50' MIN NOTE 1 NOTE 1 NOTE 1 <br /> E <br /> NOTES LEGEND <br /> T <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR 0 CONE OR CHANNELIZING DEVICE SEE STANDARD RESIDENTIAL STREETS (25 MPH) AND 350' FOR ARTERIAL DRAWING 713. <br /> ROADWAYS <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN <br /> FOR NIGHT-TIME USE (OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> ® 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR MUST <br /> TABLE A <br /> g ® INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE <br /> SPEED TAPER LENGTH CONE SPACING ® ' WITH MATERIALS OR EQUIPMENT(FLAGGING REQUIRES 3 <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER ® OR 4 SIGN SETUP). <br /> 10' 12' (FT) <br /> 5. SIGNING SHALL BE AS SHOWN ON ALL LEGS OF THE <br /> Z 25 105' 125' 25 �® I INTERSECTION. CITY OF EVERETT <br /> .6 30 150' 180' 30 <br /> Z I 6. SIGN SIZE PER MUTCD. EVERETT PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 I City Engineer Sec[ion Manager CAD Manager Drawn By Current Rev Date <br /> 8 40 270' 320' 40 I I 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC TITLERYANSASS COREYHERT PAULWILHELM ESH 01/05/2017 <br /> INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT STANDARD DRAWING No. <br /> CS <br /> 45 450' 540' 45 MUTCD. TRAFFIC CONTROL PLAN 706 <br /> a CENTER OF INTERSECTION WORK <br /> v� <br />