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I I <br /> W4-2R W20-5R W20-1 <br /> AHEA <br /> RIGHT ROADD <br /> WITH UNE WORK <br /> CLOSED <br /> ROLL SPACING <br /> Am <br /> (MIN 50'MAX100') TRUCK <br /> WITH <br /> FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> BEACON (SEE TABLE A) (SEE TABLE A) NOTE 1 NOTE 1 I NOTE 1 <br /> WORK AREA r I` <br /> —4--. -4- 4—4- -- -. 4- e' <br /> P. <br /> NOTES LEGEND <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR ® CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> 3 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> i <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> oSPEED TAPER LENGTH CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) FOR SHIFT WIDTH (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> D 10' 12' TANGENT TAPER (Fr) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 105' 125' 25 55 S. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 150' 180' 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS Menne_ <br /> 3 40 270' 320' 40 170 SEE CURRENT MUTCD. '' SASS ICOREY"�N'�.PT I PAU1GI °'""� <br /> LHEIM ISH 02/28/2018 <br /> 45 420' 540' 45 220 <br /> TRAFFIC CONTROL PLAN ""'°"'°°AW"`Ms. <br /> s i. <br /> 5 LANE ROADWAY 704. <br /> 1` WITH RIGHT LANE CLOSED <br /> I I <br /> all all all a - S a r - all all S all all 111111 r - all all <br />