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OPTIONAL EXCEPT ON <br /> ARTERIALS&COLLECTORS <br /> ROLL SPACING <br /> TRUCK <br /> (MIN 50'MAX100') WITH W21-5 W20-1 <br /> \ FLASHING ROAD <br /> BEACON WITH SHOULDE- WORK <br /> WORK AREA <br /> TAPER LENGTH WORK MEAD <br /> :;.:.'.�, ( ) MIN 50' MIN 50' <br /> .�.�.�.�, SEE TABLE A <br /> v::: :. cr, <br /> 10'MINT ',"1---- <br /> _ <br /> — — <br /> ..1111-- <br /> - _ _ _ <br /> — <br /> r _4 r _A r d <br /> —® <br /> NOTES LEGEND <br /> 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 /> B 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 1 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> € ENGINEER. <br /> WTABLE 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> P. TANGENT TAPER (Fr) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> s 30 30 85 <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> 35 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 40 170 SEE CURRENT MUTCD. `"Ann SASS ICORM1 RT I MI:WILHELM I°""ESH 01/05/2017 <br /> ag 45 45 220 TRAFFIC CONTROL PLAN „o.o MM.„ <br /> SHOULDER WORK 703 <br /> I I <br /> E 111111 MI — NS r — 11111 N — I EN an MS NM M N 111111 <br /> — <br />