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M - r - E M NIB N N - MI MN MI r E NM E r E <br /> I I <br /> tt . W1-4L W1-4L W4-2RW9-3R W20-1 <br /> . • LROAD <br /> <ft> CLOSED WORK <br /> AHEAD <br /> TAPER LENGTH BUFFER SPACE <br /> WORK AREA— Ct •\ <br /> TAPER LENGTH TAPER LENGTH TAPER LENGTH <br /> (SEE TABLE A) (SEE TABLE A) (SEE TABLE A) O <br /> SE <br /> (SEE TABLE A) (SEE TABLE A) 200' _ 200' ` _ NOTE 1 NOTE 1 NOTE 1 <br /> - <br /> - - - - 't�____.__4. •7 <br /> ®® •®. ®® s ® iI f ® 4 ® ® <br /> - - - - �r� • - - - - - - - �- - - - - - - - - <br /> ® i <br /> - — -- UN-a-a-a -t-+-s w-411-m-w--a 111-1-a- e-®-a-a-* a-a-a-® - <br /> ..tSEE "t SEE 't TAPER LENGTH 50'MIN. <br /> NOTE 1 NOTE 1 200 (SEE TABLE A) <br /> ROAD LANE NOTES LEGEND <br /> WORK CLOSED <br /> AHEAD EAD 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 /> U <br /> W20-1 W9-3L W4-2L ARTERIAL ROADWAYS <br /> 2 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> a 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> V, SPEED TAPER LENGTH CONE SPACING MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> El (MPH) FOR SHIFT WIDTH ALONG TAPERP. WORK SITE WITH MATERIALS OR EQUIPMENT <br /> 10' 12' (Fl) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> i 25 105' 125' 25 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> ' 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR V ETT PUBLIC WORKS DEPARTMENT <br /> 54 <br /> g 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 270' 320' 40 SEE CURRENT MUTCD. "-ea SASS Icortlr I PAD WFIM I"""tSH 05%1i72017 <br /> N 45 450' 540' 45 TRAFFIC CONTROL PLAN n"°AU <br /> °ua°�° <br /> 5 LANE ROADWAY 710 <br /> 12 WITH MULTILANE CLOSURE <br /> I I <br />