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Eli NMI EN OM Ell MO MIII 11111 1 EN SIN MI NIB MINI MO Ell NM 1111 11111 <br /> I I <br /> I I i <br /> I••l <br /> L• l <br /> t ,� THIS SEQUENCE ON ALL FOUR LEGS OF INTERSECTION <br /> L R3-1L <br /> ♦ NOT OPTIONAL W4-2L W20-5L W20-1 <br /> WITH WITH4 LEFT <br /> ROAD <br /> CLOSED WORK <br /> AHEAD <br /> KEEP <br /> WORK AREA (L.l / 0. _TAPER LENGTHBLEA) <br /> RIGHT <br /> . <br /> R4-7B SEE SEE SEE <br /> _ 50'MIN _NOTE 1 NOTE 1 _ _ NOTE 1 <br /> -ma 1-- <br /> - - - - - - - - ♦'—♦—♦ 4 -!—♦If1I1' <br /> A. • <br /> • <br /> —► _1,.. <br /> 3 45) NOTES LEGEND <br /> .a Z , 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR I CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> 4 Ti RESIDENTIAL STREETS(25 MPH) AND 350'FOR ARTERIAL DRAWING 713. <br /> ROADWAYS <br /> I o <br /> • 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN <br /> 8 ® FOR NIGHT-TIME USE(OPTIONAL). <br /> '' • 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> i • <br /> V. TABLE A • 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR MUST <br /> o INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE <br /> o SPEED TAPER LENGTH CONE SPACING •® WITH MATERIALS OR EQUIPMENT(FLAGGING REQUIRES 3 <br /> D (MPH) FOR SHIFT WIDTH ALONG TAPER <br /> • l OR 4 SIGN SETUP). <br /> ri 10' 12' (FT) I 5. SIGNING SHALL BE AS SHOWN ON ALL LEGS OF THE <br /> 25 105' 125' 25 I • ( I INTERSECTION. <br /> 8 CITY OF EVERETT <br /> 30 150' 180' 304` 6. SIGN SIZE PER MUTCD. <br /> I I i <br /> PUBLIC WORKS DEPARTMENT <br /> g 35 205' 245' 35 <br /> 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC PYAN SASS IZOEEYHST I PAULJIU1EIM I""ISH40 270' 320' 40 I 37%2872018 <br /> x INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT '"" ,..",.,,.A.M"", <br /> 45 450' 540' 45 MUTCD. TRAFFIC CONTROL PLAN <br /> 1! I CENTER OF INTERSECTION WORK 706 <br /> I I <br />