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I I <br /> I I I <br /> W20-1 <br /> W4-2LW9-3L W20-1 <br /> ROAD <br /> WORK <br /> AD r <br /> 1 ROAD <br /> AHEWITH 4LANE WORK <br /> I CLOSED AHEADROLL SPACING AHEAD <br /> 50'MIN 100'MAX g I I TAPER GH <br /> (TABLELENA)TSEE SEE <br /> ...] <br /> J_ I I I I 50'MIN NOTE 1 NOTE 1 NOTE 1 <br /> MIN1�J}// SEE <br /> * 4.-.. . <br /> .11-- s- <br /> • ♦ • ♦ KEEP •-•-•-r-• i 1•-lir'• - — -f-•—•--• -40- , - <br /> .c ..., ■ <br /> — — — RIGHT • •• •• •• •• •• ' // ■ Ill <br /> _4 r . <br /> - - R47A Z— _4 <br /> - -� <br /> ♦ • • <br /> m -m <br /> Va ( � 1It t <br /> a <br /> NOTES LEGEND <br /> o <br /> z <br /> ]0 X 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR II CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> Ex w 3 o -a- WORK <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> Hw ARTERIAL ROADWAYS <br /> ;I <br /> o o W20-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> 5 o w NIGHT-TIME USE(OPTIONAL). <br /> 3 w 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> o TABLE A \ 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> SPEED TAPER LENGTH CONE SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> N (MPH) FOR SHIFT WIDTH ALONG TAPER <br /> P. 10' 12' (FT) I (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> i 25 105' 125' 25 i 5. SIGN SIZE PER MUTCD. <br /> ai 30 150' lso' 30 CITY OF EVERETT <br /> 6. THIS PLAN IS PROVIDED ASA GUIDE ONLY.FOR ETr PUBLIC WORKS DEPARTMENT <br /> 0 35 205' 245' 35 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS _ <br /> 8 320' R <br /> 40 270' ' 40 I SEE CURRENT MUTCD. "" SASS ICORAMT I rAUt'1"uLREDa I""tSH 01/05/2017 <br /> 4s 450' 45 �` TRAFFIC CONTROL PLAN '- <br /> 540 <br /> I 5 LANE ROADWAY WITH LEFT LANE 707 <br /> 1 CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br /> NIB IN N air 111111 as 11115 — N r IN r M ON 111119 N r MN / <br />