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1 1 <br /> ROAD <br /> WORK I <br /> AHEAD <br /> KEEP <br /> W4-2R W20-5R W20-1 <br /> LEFT I I WITH <br /> RIGH ROAD <br /> W4-7A b UNE WORK <br /> WITH No I ( t 4 CLOS <br /> AHEA0 AHEAD <br /> ROLL SPACING 1 I L.. I TAPER LENGTH <br /> 50'MIN 100'MAX TRUCK <br /> WITH (SEE TABLE A) <br /> WORK FLASHING I I I J SEE SEE SEE <br /> AREA BEACON ccINIMIMNIMMIIiMIIIIIIIIIIIMI <br /> , I N. / NOTE 1 NOTE 1 NOTE 1 <br /> \‘'•-•! 11 - to.-3,- <br /> fes— !+:4i' <br /> - -. ---.—4—4- _ — . 4: 4-4"? <br /> yyr <br /> 61) NOTES LEGEND <br /> I1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR 3 CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> o ..811-1 t I o RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> g I aN 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> i WORK <br /> AHEAD ENGINEER. <br /> TABLE A I 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED TAPER LENGTH CONE SPACING W20-1 MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER WORK SITE WITH MATERIALS OR EQUIPMENT <br /> D 10' 12' (FT) I (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> G25 105' 125' 25 5. SIGN SIZE PER MUTCD. ":ItLI CITY OF EVERETT <br /> 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR "E T PUBLIC WORKS DEPARTMENT <br /> 0 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS _ _ <br /> N 40 270' 320' 40 I SEE CURRENT MUTCD. 'RYAN SAss ICORP,'NTi Iva iu WILHEIM I'-NH 02/28/2018 <br /> 45• <br /> aso' 32054045 TRAFFIC CONTROL PLAN <br /> 65 LANE ROADWAY WITH RIGHT LANE 708 <br /> i~ I\ CLOSURE FAR SIDE OF INTERSECTION <br /> I 1- <br /> 111. = M ! M ! MI M - r - - UM MO NM - = M IIIIIII <br />