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NM MI 111M MB all MK En 11111 NE 111015 11111 M MI NM MN 11111 NMI MI MN <br /> 1 1 <br /> 1141011111°' <br /> W1-4L W1-4L W4-2R W20-5R W20-1 <br /> t t t . <br /> PoGHT ROAD <br /> CLOSED AHEAD <br /> WORK <br /> TAPER LENGTH BUFFER SPACE <br /> 114IFI <br /> WORK AREA <br /> TAPER LENGTH4 t <br /> 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 NOTE 1 <br /> r «. .. <br /> ♦ .�, <br /> s <br /> — — — — — — • _=-♦—— — ♦— --- _-- —=y=®= =1s=®—®—®• — _ ® <br /> — — — — _•®-- — — _®—®—I--.®--®--®-_—_ — — — — -- ®_MI ® — — <br /> — <br /> II <br /> .1' "SEEi. SEE 200' <br /> TAPER LENGTH 50'MIN. <br /> NOTE 1 NOTE 1 (SEE TABLE A) <br /> ROAD LEFT _ <br /> LANE NOTES LEGEND <br /> WORK CLOSED4 <br /> AHEAD 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 /> o W20-1 W20-5L(MOD) W4-2L <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> iNIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> t ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> a SPEED TAPER LENGTH CONE SPACING MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> 8 (MPH) FOR SHIFT WIDTH ALONG TAPER ORK SITE(FLAGGING RETH QUIRES STERIALS 3 OR 4 SOR IGN SETUP). <br /> 10' 12' (FT) <br /> ei <br /> 25 105' 125' 25 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> i 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> PUBLIC WORKS DEPARTMENT <br /> IA 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS �. <br /> `6' 40 270' 320' 40 SEE CURRENT MUTCD. "" vrAlisrss ICOREYHNT I,Z5NALHEIAA I6a"ySH .Date <br /> 02/28/2018 <br /> as 450' 540' 45 TRAFFIC CONTROL PLAN '^""°°""'°` <br /> 4s 5 LANE ROADWAY 710 <br /> _` WITH MULTILANE CLOSURE <br /> I I <br />