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NOTE: <br /> LEGEND: <br /> I Q CONE OR CHANNELIZING DEVICE <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR I (SEE STD 702) <br /> RESIDENTIAL STREETS (25 MPH), AND 350' <br /> FOR ARTERIAL ROADWAYS I i <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT I I <br /> EACH SIGN FOR NIGHT—TIME USE (OPTIONAL). <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE I ( I I WORK AREA <br /> ENGINEER. <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC iROLL SPACE <br /> WHENEVER THE CONTRACTOR MUST INTERRUPT 50'NIIN 1 QO'MAX <br /> TRAFFIC FLOW TO ACCESS THE WORK SITE TRUCK W/FLASHING <br /> WITH MATERIALS OR EQUIPMENT. YELLOW BEACON z <br /> 0 <br /> 5. SIGN SIZE PER MUTCD. ��"0 <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. WITH <br /> FOR SPECIFIC INFORMATION ON TRAFFIC <br /> CONTROL PLANS SEE CURRENT MUTCD_ (w4-7A) <br /> 0 <br /> O <br /> e <br /> 200' �- <br /> -� - -- J <br /> �. ..�. zoo— <br /> a <br /> a <br /> ROAD v <br /> ONSTRUCTION� 'l <br /> AHEADy <br /> (V7 20-1) w <br /> l <br /> Q <br /> o <br /> TAPER LENGTH z <br /> (TABLE A) <br /> 1 Q 3 <br /> (V14-2R) <br /> z <br /> i o <br /> n <br /> SEE NOTE 1 <br /> i <br /> W <br /> TABLE <br /> p I I m <br /> TABLE A � I � i (1Y4-2R) a <br /> III SEE NOTE 1 Lo <br /> � <br /> TAPER LENGTH <br /> SPED ( CONE SPACING ( I i RIGHTLANEo <br /> (MPH) OFFSET WIDTH ALONG TAPER SEE NOTE 1 AHEAD <br /> 10' 12' (FT) (W20-5R) o <br /> i <br /> 0 <br /> OAD <br /> 25 105 125 25 I ONSTtRUCTION <br /> AHEAD <br /> 30 150 180 30 i �� <br /> w <br /> 35 205 245 35 I I (W20-1) 3 <br /> 40 270 320 40 <br /> 45 450 540 45 <br /> N <br /> 1 N <br /> 12-24-2003 TRAFFIC CONTROL PLAN CITY OF EVERETT <br /> dote 5 LANE ROADWAY WITH RIGHT LANE PUBLIC WORKS <br /> 701 H CLOSURE FAR SIDE OF VERETT ENGINEERING & PUBLIC <br /> number INTERSECTION SERVICES DEPARTMENT <br />