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EN UN r - - 1 I - NI 1 MI 1 I - - - EN SW N <br /> I I <br /> 1 lits\ii, 1 <br /> � <br /> 1.'1 <br /> k <br /> i THIS SEQUENCE ON ALL FOUR LEGS OF INTERSECTION <br /> ' R3-1L 0 <br /> NOT OPTIONAL--NI <br /> W4-2L W9-3L W20-1 <br /> •I LEFT <br /> ROAD <br /> WITH WITH LANE WORK <br /> II II I CLOSED m.o. AHEAD <br /> KEEP <br /> WORK AREA • I I "' TAPER LENGTH <br /> fi RIGHT (SEE TABLE A) <br /> R47I <br /> SEE SEE <br /> 50'MIN NOTE 1 NOTE 1 NOTE 1 <br /> \ .I- <br /> l <br /> W <br /> :4:44 ♦rt 1--♦ -i-.- - <br /> • <br /> — — 4,••••••••••••O•••• r <br /> —•— - <br /> • -11. !iiiiiiiiif •I —Y <br /> I <br /> 4'. ='p ' J NOTES LEGEND® <br /> 4 Q 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> I7 RESIDENTIAL STREETS(25 MPH) AND 350'FOR ARTERIAL DRAWING 713. <br /> ROADWAYS <br /> 1 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN <br /> FOR NIGHT-TIME USE(OPTIONAL). <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> 1 TABLE A : 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR MUST <br /> INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE <br /> WITH MATERIALS OR EQUIPMENT(FLAGGING REQUIRES 3 <br /> SPEED TAPER LENGTH CONE SPACING •I OR 4 SIGN SETUP). <br /> R (MPH) FOR SHIFT WIDTH ALONG TAPER a <br /> B 10' 12' (FI • 5. SIGNING SHALL BE AS SHOWN ON ALL LEGS OF THE <br /> 25 los' 125 25 L• INTERSECTION. CITY OF EVERETT <br /> 30 150' 180' 30 <br /> 35 205' 245' 35 <br /> I I 6. SIGN SIZE PER MUTCD. .` " <br /> ,�. 'E T PUBLIC WORKS DEPARTMENT <br /> 8 40 270' 320' 40 I tp I I 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC sass I Dc tee?kx IT I PkinuH� f° ASH 01/05/2017 <br /> 45 450' 540' 45 MUTCTION ON TRAFFIC CONTROL PLANS SEE CURRENT D. TRAFFIC CONTROL PLAN nm <br /> is I CENTER OF INTERSECTION WORK 706 <br /> I I <br />