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I <br /> NOTE: <br /> 11. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETS <br /> i <br /> (25 MPH), AND 350' FOR ARTERIAL ROADWAYS <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR <br /> t NIGHT-TIME USE (OPTIONAL). <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE <br /> CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK <br /> SITE WITH MATERIALS OR EQUIPMENT. <br /> ( 5. SIGN SIZE PER MUTCD. <br /> { 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC <br /> INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT MUTCD. <br /> I % fol <br /> WORK AREA <br /> , <br /> I ROLL SPACING <br /> '? MAX 100') <br /> i I (MIN 50' I <br /> o / \ <br /> ' `11 'E I ` io/ TRUCK WITH <br /> FLASHING Ot WITH <br /> I I] ,,, <br /> BEACON <br /> 0 <br /> Q BUFFER SPACE TABLE A <br /> TAPER LENGTH BUFFER <br /> SEE TABLE CONE SPACING <br /> SPEED FOR SPACING <br /> (MPH) MERGING WIDTH (FT) (Fr) <br /> G 10' 12' ITANGENTITAPERI <br /> i <br /> QQ TAPER LENGTH 25 105' 1 125' 25 55 <br /> <>I SEE TABLE A 30 150' 180' 30 85 <br /> • I` I O . 35 205' 245' 35 20 120 <br /> 'J <br /> 40 270' 320' 40 170 <br /> • <br /> 45 450' 540' 45 220 <br /> SEE NOTE 1 <br /> I <br /> I <br /> +4211) <br /> j !:' SEE NOTE 1 <br /> ,. i! , <br /> I <br /> _ 1 , , RIGCLHT OSED LANE <br /> i, I - AHEAD <br /> SEE NOTE 1 (w20-5R) <br /> ( I, <br /> ROAD <br /> WORK <br /> I <br /> AHEAD/. <br /> • <br /> C j �/ (w20-1) <br /> • <br /> f! <br /> 1' LEGEND: <br /> I KCONE OR CHANNELIZING DEVICE <br /> I' (SEE STD 702) <br /> .j , <br /> I %,. CITY OF EVERETT Traffic Control Plan 12-24-2003 <br /> • . ./—A PUBLIC WORKS date <br /> ' veRerr ENGINEERING & PUBLIC 5 LANE ROADWAY WITH 701 D <br /> I ' ../, RIGHT LANE CLOSED <br /> SERVICES DEPARTMENT number <br /> ater Main Replacement"Q"-Broadway APPENDI A-COE STD GS July t3, 201b <br /> \A/O Nn I IP3R17 SP- 195 <br />