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I I <br /> • <br /> W4-2L W20+5L(MOD) W20-1 <br /> WITH <br /> ROLL SPACING ' ROAD <br /> (MIN 50'MAX 100') 4> UNE <br /> osWORK <br /> WORK , AHEAD <br /> WORK AREA - TRUCK <br /> WITH <br /> ROLL SPACING FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> (MIN 50'MAX 100') BEACON SEE TABLE A (SEE TABLE A) NOTE 1 NOTE 1 NOTE 1 - <br /> -- ►i .� H._..__.__ N <br /> ___®®� .'eV �. - 0� ®- - - - -! <br /> -111 <br /> - - _._ - - - - - <br /> ROAD � <br /> WORK ME WITH ``, - -- OPTIONAL WITH OPTIONAL <br /> CLOSED <br /> AHEAD <br /> R3-1L R3-1L <br /> NOTES LEGEND <br /> W20-1 W9-3 <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> 3 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> Z ENGINEER. <br /> g TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED TAPER LENGTH CONE SPACING BUFFER <br /> MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> 3 (MPH) FOR SHIFT WIDTH (Fr) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> B 5' 6' TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 26' 31' 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 38' 45' 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR �hT/'PUBLIC WORKS DEPARTMENT <br /> g <br /> 35 51' 61' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 67' 80' 40 170 SEE CURRENT MUTCD. 'VA SASS I rlig""RT I MIZDID <br /> IM I°""'L _ <br /> '"" TRAFFIC CONTROL PLAN 02/28/2018 <br /> 45 113' 135' 45 220 <br /> 201 <br /> 5 LANE ROADWAY 712 <br /> Ig WITH LEFT LANE CLOSURE <br /> I I <br /> IIIIII .111 NM - - i - - - - - - - - - an ME - r <br />