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I 1 I <br /> LEGEND: <br /> I NOTE: <br /> Do CONE OR CHANNELIZING DEVICE <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR (SEE STD 702) <br /> RESIDENTIAL STREETS (25 MPH), AND 350' <br /> FOR ARTERIAL ROADWAYS <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT <br /> EACH SIGN FOR NIGHT-TIME USE (OPTIONAL). 1 �►j <br /> I3. DISTANCES MAY VARY AS APPROVED BY THE WORK AREA <br /> ENGINEER. <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC <br /> \ ROLL SPACE <br /> I WHENEVER THE CONTRACTOR MUST INTERRUPT � 50'MIN 1W/FLASHING TRAFFIC FLOW TO ACCESS THE WORK SITE : 0 <br /> ° :•_ TRUCK WFLASHING <br /> WITH MATERIALS OR EQUIPMENT. IYELLOW BEACON Z , -- <br /> 0 iii <br /> 5. SIGN SIZE PER MUTCD. A1NO KEEP a 0 9 <br /> ID AI oz= )- <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. WITH ,� i z a,' <br /> t FOR SPECIFIC INFORMATION ON TRAFFIC � LEFT 3 0 <br /> a CONTROL PLANS SEE CURRENT MUTCD. • / �- • (w4-7A)0 v .-. <br /> / ' <br /> e <br /> CI o <br /> -' 200' 1 "4— <br /> 1 _ _ <br /> 'i pr —7 __._ <br /> FJ r o / _ 4r <br /> 200' -- <br /> I ROAD <br /> ONSTRUCTION <br /> AHEAD ONLY <br /> (w 20-1) po <br /> 1 iille <br /> cn % T <br /> 0 <br /> TAPER LENGTH <br /> ® (TABLE A) <br /> I p <br /> :Fil (W4-2R) <br /> I i , <br /> 1 I SEE NOTE 1 - <br /> O I I <br /> I I (W4-2R) <br /> Y TABLE A I I SEE NOTE 1 <br /> C <br /> I TAPER LENGTH <br /> RIGHT LANE , <br /> SPEED (FT) CONE SPACING = CLOSED <br /> AHEAD <br /> o (MPH) OFFSET WIDTH ALONG TAPER SEE NOTE 1 <br /> °' (W20-5R) <br /> 10' 12' <br /> 25 105 125 25 I I i ROAD <br /> 30 150 180 30 I I j ONSTRUCTION <br /> AHEAD <br /> _ 35 205 245 35 I I (w2o-1) <br /> 40 270 320 40 <br /> 45 450 540 45 <br /> c <br /> as <br /> :Iv,- CITY OF EVERETT TRAFFIC CONTROL PLAN 12-24-2003 <br /> — ;''„,JDate: <br /> PUBLIC WORKS 5 LANE ROADWAY WITH RIGHT LANE�� DEPARTMENT 70 N <br /> 11 <br /> ,,>, EVERETT CLOSUREINTERSECTION 701H <br /> OF <br /> ��� DOE Std Dwq: <br />