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- - NM — — — 1 MN MI In r MI r — Mg r — * nal <br /> I I <br /> ROLL SPACING W1-4L W20-1 <br /> (MIN 50'MAX 100') <br /> WITH ROAD <br /> WORK <br /> WORK AREA AHEAD <br /> TRUCK <br /> WITH BUFFER SPACE <br /> DOWNSTREAM TAPER FLASHING (SEE TABLE A) TAPER LENGTH SEE SEE <br /> (SEE TABLE A) 1 BEACON (SEE TABLE A) NOTE 1 I NOTE 1 <br /> tiM <br /> M.:4N — ,,,,,A . <br /> i- +.- if- <br /> • . • . ,......, <br /> ........... <br /> ..,...4 . E@Effi <br /> ...,,,_ <br /> - 0 .... kq' IV CV g:S' t Q' ,,I. 4t.. ZS s' la' ,s,' 0. ° M ---.`" -- <br /> -'s' `< — — <br /> 4 <br /> SEE H' SEE TAPER LENGTH <br /> I. NOTE 1 I NOTE 1 (SEE TABLE A) <br /> ROAD ROAD NOTES LEGEND <br /> WORK NARROWS 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FORIgi AHEAD RESIDENTIAL STREET(25 MPH)AND 350'FOR ARTERIAL CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> DRAWING 713. <br /> ROADWAYS. <br /> I W20-1 W5-1 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> 1 NIGHT-TIME USE(OPTIONAL). <br /> 0 <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> l' TABLE A 4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER <br /> THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO <br /> N SPEED TAPER LENGTH CONE SPACING BUFFER ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> g (MPH) FOR SHIFT WIDTH (FT) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> n 5' 6' TANGENT TAPER (FT) <br /> 5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO"MANUAL <br /> g 25 26' 31' 25 55 ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD) CITY OF EVERETT <br /> a 30 38' 45' 30 85 TABLE 6C-2 PAGE 6C-10. <br /> ti PUBLIC WORKS DEPARTMENT <br /> 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. I <br /> B 40 67' 80' 40 170 AN SASS IL�REYHERT I PA LWILHELM f pESH 01/05/2017 <br /> 7. THIS PLAN IS PROVIDED ASAGUIDEONLY.FORSPECIFIC TRAFFIC CONTROL PLAN 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE µoar <br /> s CURRENT MUTCD. 2 LANE ROADWAY: 702 <br /> I <br /> PARTIAL LANE CLOSURE <br />