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all all W ale NM N all IIIII all NM E all MI N M all all all <br /> I I <br /> o ,E14. <br /> OZ ° OPTIONAL <br /> IF<40 MPH <br /> , v <br /> C _ W20-7A W3-4 W20-4 W20-1 <br /> x ROLL SPACING <br /> C..) <br /> m (MIN 50'MAX 100') <br /> cow <br /> co N ROAD <br /> m WORK AREA WITH 4> PREPARED ROME DE WORN <br /> 3 <br /> TO STOP AHEAD AHEAD <br /> = TRUCK <br /> - DOWNSTREAM TAPER WITH BUFFER SPACE (t. <br /> C (MIN 50'MAX 100') FLASHING (SEE TABLE A) SEE SEE SEE <br /> : r \ _ BEACON NOTE 1 NOTE 1 I NOTE 1 <br /> I <br /> AVA <br /> * V.,:+:0 c' 11:: <br /> 'O ••••I • <br /> .❖.❖I <br /> z <br /> o <br /> --0.- <br /> "0W <br /> v <br /> ra O 4 SEE I SEE I. SEE <br /> v NOTE 1 _I NOTE 1 NOTE 1 <br /> CO <br /> H I� <br /> 0 <br /> a <br /> NOTES <br /> g RAN ONE <br /> BE LEGEND <br /> N PREPARED 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> AHEAD AHEAD TO STOP CONE 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 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> P <br /> - OPTIONAL <br /> IF<40MPH NIGHT-TIME USE(OPTIONAL). <br /> $ 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> i ENGINEER. <br /> TABLE A 4. SIGN SIZE PER MUTCD. <br /> 9. <br /> SPEED CONE SPACING BUFFER 5. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> (MPH) (FT) SPACING <br /> TANGENT TAPER (Fr) SPECIFICINFORMATION ON TRAFFIC CONTROL PLANS <br /> SEE CURRENT MUTCD. <br /> o s 30 30 85 25 25 55 -- CITY OF EVERETT <br /> m 35 35 20 120 Err <br /> PUBLIC WORKS DEPARTMENT <br /> `"RYAN SASS I COREY HrPT I A IU WILHELM I o-'�E5N <br /> 40 40 170 of/is/2018 <br /> TRAFFIC CONTROL PLAN „ a,,,,R.m <br /> 45 45 220 2 LANE ROADWAY: <br /> CI 1 <br /> ati LANE CLOSED WITH ALTERNATING 701 <br /> ONEWAY TRAFFIC AND SPOTTERS <br /> I I <br />