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I <br /> 1 <br /> ROAD <br /> --1--- <br /> CONSTRUCTION l <br /> AHEAD <br /> (w20 1) SEE NOTE 1 <br /> IONE LANE <br /> ROAD , <br /> AHEAD <br /> I �_, (w20-4) SEE NOTE 1 <br /> 0(W20-7 A) SEE NOTE 1 <br /> fril• <br /> IM T ° <br /> LL WORK AREA <br /> 44:440: <br /> 0 <br /> :1 Et3 ROLL SPACING <br /> Up (MIN 50' IMAX 100') <br /> TABLE A <br /> SPEED CONE SPACING BUFFER ,-, <br /> (MPH) (FT) SPACING Al IIEMI TRUCK WITH 4IF IIP <br /> li� TANGENT TAPER (FT) FLASHING OR V WITH <br /> 25 25 55 : BEACON <br /> 3 30 30 85 <br /> V <br /> 35 35 20 120 } <br /> I <br /> Q 40 40 170 o BUFFER SPACE <br /> N 45 45 220 SEE TABLE <br /> IwNOTE: <br /> 0 1. DISTANCE BETWEEN SIGNS SHALL BE 100' TrO° <br /> `^ FOR RESIDENTIAL STREETS (25 MPH), AND . FLAGGIN TAPER <br /> 350' FOR ARTERIAL ROADWAYS Q (MIN 50' MAX 100') <br /> 111 o 0 0 �• (5 CONE MIN) <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT <br /> F- EACH SIGN FOR NIGHT-TIME USE , <br /> (OPTIONAL). <br /> 1 °- <br /> 3. DISTANCES MAY VARY AS APPROVED BY 0 SEE NOTE 1 <br /> z THE ENGINEER. <br /> w <br /> F <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC <br /> WHENEVER THE CONTRACTOR MUSTW20 7 A) <br /> INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> E WORK SITE WITH MATERIALS OR EQUIPMENT. SEE NOTE 1 <br /> a <br /> v5. SIGN SIZE PER MUTCD.11 ONE ROLANE <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. AHEAD <br /> 8 FOR SPECIFIC INFORMATION ON TRAFFIC <br /> S CONTROL PLANS SEE CURRENT MUTCD. SEE NOTE 1 - (W20-4) <br /> v <br /> a <br /> LEGEND: <br /> N ROAD <br /> 0 CONSTRUCTION 7 <br /> o ❑o CONE OR CHANNELIZING DEVICE AHEAD <br /> • (SEE STD(SEE STD 702) (w20-1) <br /> En I <br /> 0 <br /> Io <br /> CITY OF EVERETT Traffic Control Plan 12-24-2003 <br /> PUBLIC WORKS 2 Lane Roadway: One Lane Closed Date: <br /> LU With Alternating_ One—Way Traffic 701 A <br /> ,��RErr DEPARTMENT and Flaggers COE Std Dwa: <br />