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i <br /> ROAD <br /> CONSTRUCTION <br /> AHEAD <br /> (W20-1) <br /> SEE OTE 1 <br /> ONRANE O — <br /> O <br /> AHEAD <br /> (W20-4) SEE OTE 1 <br /> *(W20-7 A) SEE NOTE 1 <br /> sror I <br /> O <br /> WORK AREA <br /> LoJ <br /> T ROLL SPACING <br /> (MIN 50' MAX 100') <br /> TABLE A <br /> SPEED CONE SPACING BUFFER <br /> (MPH) (FT) SPACING TRUCK WITH <br /> TANGENT TAPER (FT) FLASHING OR WITH <S> <br /> BEACON <br /> 25 25 55 <br /> 30 30 85 <br /> 35 35 20 120 ] <br /> 40 40 170 <br /> 45 45 220 o BUFFER SPACE <br /> 4 SEE TABLE <br /> NOTE: �I <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' <br /> FOR RESIDENTIAL STREETS (25 MPH), AND 0 FLAGGING TAPER <br /> 350' FOR ARTERIAL ROADWAYS ( (MIN 50' MAX 100') <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT (5 CONE MIN) <br /> EACH SIGN FOR NIGHT-TIME USE <br /> (OPTIONAL). <br /> 3. DISTANCES MAY VARY AS APPROVED BY IMI <br /> THE ENGINEER. SEE NOTE 1 <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC <br /> WHENEVER THE CONTRACTOR MUST *(W20-7 A) <br /> INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> WORK SITE WITH MATERIALS OR EQUIPMENT. I SEE NOTE 1 <br /> 5. SIGN SIZE PER MUTCD. I ONE LANE <br /> ROAD <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. AHEAD <br /> FOR SPECIFIC INFORMATION ON TRAFFIC ((W'2'0-4) <br /> CONTROL PLANS SEE CURRENT MUTCD. I SEE NOTE 1 <br /> LEGEND: ROAD <br /> CONSTRUC>(W,20-1) <br /> 0 CONE OR CHANNELIZING DEVICE AHEAD <br /> (SEE STD 702) I <br /> CITY OF EVERETT Traffic Contr®I (Plan 12-24-2003 <br /> PUBLIC WORKS 2 Lana Roadway: One Lane Closed date <br /> ICVERETTENGINEERING & PUBLIC With Mernatin One—Way Traffic 701A <br /> SERVICES DEPARTMENT and Flaggers <br /> --� —_T__---_ �____ number <br />