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I I <br /> I ( I <br /> I I••I <br /> i'• <br /> t — THIS SEQUENCE ON ALL FOUR LEGS OF INTERSECTION <br /> (R3�-1L <br /> # NOT OPTIONAL----{[ )I W4-2L W20-5L W20-1 <br /> tI\WITH WITH �E ROAD <br /> 4CLOSED WORK <br /> KEEP �� AHEAD <br /> WORK AREA , % I I "i TAPER LENGTH <br /> b 4-7T (SEE TABLE A) <br /> R4-7A SEE SEE SEE ...i <br /> 50'MIN NOTE 1 NOTE 1 NOTE 1 <br /> . 4 4 ___. <br /> ._ <br /> ______ <br /> .4 - W ii••••• ®- <br /> rrrrr•••i-• •-•-•-• -•-•-•• <br /> -- <br /> •• •••••••••••••••••• <br /> ❖.❖.❖.❖❖i — Z • �• <br /> i+ r <br /> - - • <br /> -a- .o❖.❖.❖.•.o — —Ss <br /> -o -a <br /> KJ NOTES LEGEND <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR RI CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH) AND 350'FOR ARTERIAL DRAWING 713. <br /> ROADWAYS <br /> • <br /> $ 4 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN <br /> FOR NIGHT-TIME USE(OPTIONAL). <br /> f 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> i <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR MUST <br /> 9 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 . <br /> I OR 4 SIGN SETUP). <br /> P. 05' 12' (25 <br /> FT) <br /> t 25 105' 125' 25 • 5. SIGNING SHALL BE AS SHOWN ON ALL LEGS OF THE <br /> LINTERSECTION. ;� <br /> 30 lsD' lgo' 30 I I i CITY OF EVERETT <br /> 6. SIGN SIZE PER MUTCD. 0 ET PUBLIC WORKS DEPARTMENT <br /> n 35 205' 245' 35 <br /> 07. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC "'RYYAANSASS ICONEYH'�NT I PAULWNIEIM I'"""iSH 02282018 <br /> 40 270' 320' 40 ( �I I INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT <br /> 45 450' 540' 45 '"li MUTCD. TRAFFIC CONTROL PLAN µ <br /> 1 , ( CENTER OF INTERSECTION WORK 706 <br /> I I <br /> En UN i NM — UN N N — 111111 En 111111 — MB NM NS — UN UN <br />