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■■I MI Will M M in M M E al - - i W M E M M 111111 <br /> 1 1 <br /> 1 II <br /> W20-1 W4-2L W20-5L W20-1 <br /> ROAD <br /> WORK — 1 LEFT ROAD <br /> AHEAD WITH 1> CLANE 4LOSED WORK <br /> I i AHEAD AHEAD <br /> ROLL SPACING !ItI I TAPER LENGTH <br /> 50'MIN 100'MAX I$ � SEE SEE SEE <br /> `L. (TABLE A) <br /> � I SO'MIN NOTE 1 NOTE 1 <br /> ��� NOTE 1 <br /> 1 - <br /> F- -4-- <br /> ■ ♦•:ccv • • ♦-♦-1-411,-* 4,-• 4,-- -r-•—•-• -40- • - <br /> II <br /> w _. �.D RIGHT •♦ •♦ •♦ •♦ •♦ •♦ II Al <br /> ■ Jy-■ - - <br /> u ■ I <br /> R4-7A ■ v" -_♦ <br /> • <br /> ^I ] o <br /> / ,D)? <br /> F- 0 I 1 $ O <br /> Y z= w^ ' NOTES LEGEND <br /> u 0 Y m WORK ROAD <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR T) CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> F-w 0 0 AHEAD RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> 021 <br /> F. ARTERIAL ROADWAYS <br /> r <br /> E a cc=0 0 W20-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> v 0= NIGHT-TIME USE(OPTIONAL).4- cc <br /> 3 LL 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A <br /> Y. \I <br /> 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> I MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED TAPER LENGTH CONE SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> g,_ (MPH) FOR SHIFT WIDTH ALONG TAPER <br /> 10' 12' (FT) ( I (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 105' 125' 25 ( 6,6,1 5. SIGN SIZE PER MUTCD. IP. CITY OF EVERETT <br /> 30 150' 180' 30 ` 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FORErrPUBLIC WORKS DEPARTMENT <br /> 0 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS ..� <br /> 40 270' 320' 40 I I SEE CURRENT MUTCD. ' SASS ICOAE"Y'!'T I PAULWLHELM I°"'"'SH 02/28/2018 <br /> 45 450' 540' 45 <br /> TRAFFIC CONTROL PLAN <br /> is I ( 5 LANE ROADWAY WITH LEFT LANE 707„ <br /> _ CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br />