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NM MO NM MIN 1111 Mt NM MIK NM MR NEI NMI MN 1111 NEI MN NMI MIMI MI <br /> I 1 <br /> W4-2L W20+5L(MOD) W20-1 <br /> WITH <br /> ROLL SPACING , * ROAD <br /> LANE <br /> (MIN 50 MAX 100) WORK <br /> WORK <br /> Ct3 4 CLOSED <br /> AHEAD <br /> WORK AREA - TRUCK <br /> WITH <br /> ROLL SPACING FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> (MIN 50'MAX 100) BEACON SEE TABLE A (SEE TABLE A) NOTE 1 NOTE 1 __ NOTE 1 <br /> -.411--- <br /> _ <br /> -- <br /> v. ;+:•:. c,_ +.51 <br /> ,,,,L <br /> 4 r <br /> ---- 3' E <br /> ._.... 0 if <br /> -- — <br /> -o- qfk_-_o_-=o=_*_*__o__ __o,,,:-_ __ _*,,,g, — — — — _ _ _ _ __ — — — <br /> --10.- <br /> --am- <br /> ROAD CENTER WITH 0 --.---R3-1L OPTIONAL <br /> WORK LAW WITH co _____ OPTIONAL <br /> CLOSED <br /> AHEAD AHEAD <br /> R3-1L <br /> NOTES LEGEND <br /> W20-1 W9-3 <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR :c: CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A <br /> 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED TAPER LENGTH CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE(MPH) FOR SHIFT WIDTH (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> P. 5' 6' TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> f.;. 25 26' 31' 25 55 5. SIGN SIZE P <br /> ER MUTCD. CITY OF EVERETT <br /> .., 30 38' 45' 30 85 <br /> 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> '11 35 51' 61' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 40 67' 80' 40 170 SEE CURRENT MUTCD. ''llYAN SASS I CORM I IAITIMILHELM I'....ZSH 02/n72018 <br /> '. <br /> TRAFFIC CONTROL PLAN <br /> 45 113' 135' 45 220 <br /> 6 5 LANE ROADWAY 712 <br /> is <br /> i WITH LEFT LANE CLOSURE <br /> I I <br />