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I I <br /> W9-3 W20-1 <br /> WITH <br /> CCENTES ROAD <br /> ROLL SPACING WORKD WORK <br /> (MIN 50'MAX100') TRUCK AHEAD <br /> WITH BUFFER SPACE <br /> FLASHING SEE TABLE A TAPER LENGTH <br /> BEACON (SEE TABLE A) 200' 200' <br /> al <br /> WORK AREA <br /> :444. 'pm 3_,A <br /> :o. <br /> N 200' -4-0 200' TAPER LENGTH <br /> (SEE TABLE A) <br /> 20'M WK <br /> ROAD CENTER LANE &TYPE IN 2 BARRICADOR SITEE <br /> WORK C D NOTES LEGEND <br /> AHEAD EAD <br /> WITH 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR RI CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> W20-1 W9-3 ARTERIAL ROADWAYS <br /> 30 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 0 <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. ' <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> o SPEED CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> g TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> 35 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS q <br /> 6 40 40 170 SEE CURRENT MUTCD. RYAN SASS ICOREYHERT I krAIWELM I'.""ESH 02/28/2018 <br /> 45 45 220 TRAFFIC CONTROL PLAN --"^"'°~ <br /> S 5 LANE ROADWAY WITH 711 <br /> TWO WAY LEFT TURN LANE CLOSURE <br /> 1 1 <br /> — — — — MI — — — — — — ENII INIII Ell — 101111 I= MIMI UM <br />