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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 BEPREPARED <br /> ONE LANE ROAD <br /> WORK <br /> TO STOP ROAD <br /> TRUCK <br /> DOWNSTREAM TAPER WITH BUFFER SPACE <br /> (MIN 50'MAX 100') FLASHING (SEE TABLE A) SEE SEE AHEAD SEE <br /> BEACON NOTE 1 NOTE 1 NOTE 1 AHEAD <br /> ........ <br /> _ eF <br /> :..'V 1 ' ; <br /> o ❖:.: 0 <br /> E-o---M-0-o—E-0-1E-1E-o-1E-E-EI-o- 1 — — — — — — — <br /> 4 SEE 4 SEE 'ItSEE 4 <br /> 14 NOTE 1 I NOTE 1 NOTE 1 <br /> ROAD ONE LANE BE NOTES LEGEND <br /> WORK ROAD PREPARED <br /> AHEAD AHEAD TO STOP 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR 111CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS. <br /> e W20-1 W20-4 W3-4 W20-7A <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> g — OPTIONAL IF<40MPH NIGHT-TIME USE(OPTIONAL). <br /> 'i 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SIGN SIZE PER MUTCD. <br /> SPEED CONE SPACING BUFFER <br /> (MPH) (FT) SPACING 5. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 51 <br /> TANGENT TAPER (Fr) SEE CURRENT MUTCD. <br /> 8 25 25 ss CITY OF EVERETT <br /> 30 30 85 <br /> 6 477 <br /> 35 35 20 120 <br /> PUBLIC WORKS DEPARTMENT <br /> 40 40 170 RYAN SASS I COREY RT I PAUL WILHELM I ESH 02/28/2018 <br /> TRAFFIC CONTROL PLAN <br /> s 45 45 220 2 LANE ROADWAY: UMW.WAVING.. <br /> 4s ONE LANE CLOSED WITH ALTERNATING 701 <br /> I I <br /> ONEWAY TRAFFIC AND SPOTTERS <br /> — — MI — — — — — — — — MI — — MIR — — — — <br />