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I <br /> I <br /> Ii 3 <br /> ,i <br /> ILEGEND: <br /> QUI; <br /> ❑o CONE OR CHANNELIZING DEVICE <br /> TABLE A 1 ' G! ,,-q II (SEE STD 702) <br /> , I' II TAPER LENGTH Q (± <br /> SPEED (FT) CONE SPACING 1 3* <br /> (MPH) ALONG TAPER <br /> OFFSET WIDTH <br /> 10' 12' (FT) WORK AREA <br /> 1 . / <br /> 25 105 1125 25 <br /> 30 150 180 _ 30 '., * • KEEP <br /> 111 35 205 245 35 ; r ' (TYP)• WITH �� <br /> 40 270 320 40 <br /> RIGHT <br /> 45 450 540 45 I 0 ''n... / (R4-7A) <br /> III n._____ _�. , <br /> `'r <br /> 1 <br /> i IRRP/R�il <br /> P $0444.1, I r. <br /> C7 o 4����i���� <br /> x •0 • <br /> I. WITH N-11 <br /> NOTE: f <br /> (R3-1L) <br /> c <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' <br /> N FOR RESIDENTIAL STREETS (25 MPH), AND Q <br /> Io 350' FOR ARTERIAL ROADWAYS <br /> 0 2- FLASHING BEACON SHALL BE INSTALLED AT I <br /> m EACH SIGN FOR NIGHT-TIME USE (OPTIONAL) i r , • • , <br /> 0° TAPER LENGTH • WITH <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE I 1 s (TABLE A) <br /> ENGINEER. ' <br /> 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC ` <br /> v WHENEVER THE CONTRACTOR MUST r <br /> INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> u WORK SITE WITH MATERIALS OR EQUIPMENT. ,i I , SEE NOTE 1 <br /> I . I ! , <br /> 0 5. SIGNING SHALL BE AS SHOWN ON ALL LEGS i ! Il I <br /> 0 OF THE INTERSECTION. I� _ (w4-2L) <br /> m 6. SIGN SIZE PER MUTCD. } SEE NOTE 1 <br /> P' I; ! <br /> N 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. I 1` f ( DEFT LANE <br /> FOR SPECIFIC INFORMATION ON TRAFFIC } �; S► ' F ;' ; CLOSED <br /> LL: CONTROL PLANS SEE CURRENT MUTCD. ' I E AHEAD <br /> o 1 SEL NOTE 1 � (W20-5L) <br /> ~ I II ,I <br /> I i `` I 6 <br /> 0 g ^ ROAD <br /> o I' (I • ONSTRUCTION,) <br /> I ( I; AHEAD <br /> e ff � <br /> (w20-1) <br /> 1 <br /> t ill <br /> ) <br /> (f) I I' I <br /> I N ! � CITY OF EVERETT 12-24-2003 <br /> w PUBLIC WORKS TRAFFIC CONTROL PLAN date <br /> rir&ETT ENGINEERING & PUBLIC CENTER OF INTERSECTION WORK 701 F <br /> SERVICES DEPARTMENT number <br /> ater Main Replacement"Q"-Broadway APPEND(°A-COE Si D DWGS Hwy ti, 2u1b <br /> \A/CI Nn I IP'7R19 SP- 1Q7 <br />