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I <br /> OPTIONAL <br /> IF<40 MPH <br /> ROLL SPACING W20-7A W3-4 W20-4 W20-1 <br /> (MIN 50'MAX 100') <br /> WORK AREA WITH 9E ONE LANE ROAD <br /> PREPARED ROAD WORK <br /> TO STOP AHEAD AHEAD <br /> TRUCK <br /> DOWNSTREAM TAPER WITH BUFFER SPACE <br /> (MIN 50'MAX 100') FLASHING (SEE TABLE A) SEE SEE SEE <br /> BEACON r NOTE I <br /> NOTE 1 NOTE 1 <br /> • <br /> :o❖D <br /> 4 ®0 <br /> 00.:.0 C3": h'? <br /> M. O•WI rj <br /> ® 0 VA <br /> C s C C oO O@ C7 O o o O C O O J <br /> 4 SEE He SEE Is SEE 4 <br /> NOTE I I NOTE 1 NOTE I <br /> ROAD ONE LANE BE NOTES LEGEND <br /> WORK ROAD PTO STOPD <br /> AHEAD AHEAD1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR i2 CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> • <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR <br /> ARTERIAL ROADWAYS. DRAWING 713. <br /> i W20-1 W20-4 W3-4 W20-7A 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> — OPTIONAL NIGHT-TIME USE(OPTIONAL). <br /> g IF<40MPH <br /> 1 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SIGN SIZE PER MUTCD. <br /> SPEED CONE SPACING BUFFER 5. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> zr (MPH) (FT) SPACING <br /> SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> E TANGENT TAPER (FT) SEE CURRENT MUTCD. <br /> 25 25 ss <br /> -----".±—: CITY OF EVERETT <br /> 30 30 85ETT PUBLIC WORKS DEPARTMENT <br /> 35 35 20 120 a 1°-Ism B g N'!AN SASS CO'RELY H' Nf PAUMmum ESN <br /> 40 40 170 m <br /> TRAFFIC CONTROL PLAN01/05%2017 <br /> N 45 45 220 2 LANE ROADWAY: n � <br /> €s ONE LANE CLOSED WITH ALTERNATING 701 <br /> ONEWAY TRAFFIC AND SPOTTERS <br /> MN — MI UM ON r r r all - - r — — r — all — NM <br />