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M NM M - OM M - M M - MN - I NM MN NM OM MI MN <br /> 1 1 <br /> ROAD <br /> WORK - <br /> MEAD <br /> KEEP <br /> W4-2R W20-5R W20-1 <br /> LEFT I I WITH <br /> R4-8B po <br /> RIGHT ROAD <br /> LANE WORK <br /> WITH I I CLOSEDAHEAD AHEAD <br /> ROLL SPACING 4, 4 I I TAPER LENGTH <br /> 50'MIN 100'MAX WITH (SEE TABLE A) <br /> ' // SEE SEE SEE <br /> WORK FLASHING NEE1 NEE1 NEE1 <br /> AREA — BEACON ((� I- <br /> — — --® —4, ` --1 —® y: <br /> -- _ <br /> * 71- <br /> f -► <br /> —Ps <br /> —VP- <br /> 7- }� <br /> NOTES LEGEND <br /> t <br /> 1o1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR " CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> IRESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> t ARTERIAL ROADWAYS <br /> P. I 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> G NIGHT-TIME USE(OPTIONAL). <br /> 3 ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> WORK ENGINEER. <br /> fTABLE A AHEAD 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> I; 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 /> P. 10' 12' (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 105' 125' 25 I 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> PUBLIC WORKS DEPARTMENT <br /> w 35 205' 245' 35 I SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 8 40 270' 320' 40 SEE CURRENT MUTCD. a""vANSASS ICOAEY T I Vrni.ELM I""ESH 02/2872018 <br /> 4s aso' sao' as I TRAFFIC CONTROL PLAN ""`"°°"`�'°" <br /> S 5 LANE ROADWAY WITH RIGHT LANE 708 <br /> i' NI CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br />