Laserfiche WebLink
I I <br /> W1-4L 40 W1-4L W4-2RW20-5R W20-1 <br /> t t ct . <br /> NW ROAD <br /> G CLOSED AHEAD <br /> 411!:;0 4110 <br /> WE <br /> <A> <br /> BD WORK <br /> TAPER LENGTH BUFFER SPACE <br /> WORK AREA <br /> TAPER LENGTH TAPER LENGTH TAPER LENGTH <br /> (SEE TABLE A) (SEE TABLE A) (SEE TABLE A) <br /> SEE SEE SEE <br /> (SEE TABLE A) (SEE TABLE A) 200' 200' NOTE 1 NOTE 1 w NOTE 1 w <br /> w <br /> • <br /> s - ®Tt, <br /> sts p- <br /> - — — — — <br /> — — — — _.-s--�=rA — — — — — — — <br /> ■—w® — — — -- — — — — <br /> ill ■® e-a-a-a -a-a-a- a--.-a-*-a a-.-s- a-a-a-.-a ill-a---+- ® ■ <br /> « SEE SEE « 200' TAPER LENGTH 50'MIN. <br /> NOTE 1 NOTE 1 (SEE TABLE A) <br /> ROAD LEFT <br /> WOR R UNE NOTES LEGEND <br /> AHEAD CLOSED ii> <br /> 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 /> ARTERIAL ROADWAYS <br /> W20-1 W20-5L(MOD) W4-2L <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> } 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> t ENGINEER. <br /> o TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> g SPEED TAPER LENGTH CONE SPACING MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER WORK SITE WITH MATERIALS OR EQUIPMENT <br /> n10' 12' (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> C 25 105' 125' 25 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> .n 30 150' 180' 30 <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR 40rETT PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 270' 320' 40 SEE CURRENT MUTCD. `NrANsAss IcoxEAHF i I 41H <br /> 17 ELM I'""SH 02/28/2018 <br /> TRAFFIC CONTROL PLAN ^"°"°`A•""`Ns <br /> 45 450' 540' 45 <br /> s 5 LANE ROADWAY 710 <br /> WITH MULTILANE CLOSURE <br /> I <br /> — — — — — — — — — — — — — — — - - - - <br />