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ROLL SPACING W1-4L W20-1 <br /> (MIN 50' MAX 100') <br /> ROAD <br /> WITH WORK <br /> WORK AREA AHEAD <br /> TRUCK <br /> WITH BUFFER SPACE <br /> DOWN STREAM TAPER FLASHING TAPER LENGTH SEE SEE ' <br /> (SEE TABLE A) BEACON (SEE TABLE A) (SEE TABLE A) NOTE 1 NOTE 1 <br /> Cr 11 <br /> s�000 <br /> Q o t.*".*: i-- +11.- ek. <br /> . �° O � OOiO O ❑ 00 � � <br /> • 0000000000000 © <br /> 00 Q 0 <br /> 0 0 ____ — _- -- <br /> 000- <br /> 4, <br /> w ° ° o44 <> 4 • .(> 4 • 44 • 44 .0-Q * <br /> SEE SEE TAPER LENGTH <br /> NOTE 1 NOTE 1 (SEE TABLE A) <br /> ROAD ROAD <br /> NOTES LEGEND <br /> WORK NARROWS 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR II CONE OR CHANNELIZING DEVICE SEE STD 713. <br /> AHEAD RESIDENTIAL STREET(25 MPH)AND 350' FOR ARTERIAL <br /> ROADWAYS. <br /> W20-1 W5 1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> i <br /> _4 <br /> 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER <br /> o THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO <br /> ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> SPEED TAPER LENGTH CONE SPACING BUFFER <br /> (MPH) FOR SHIFT WIDTH (FT) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> u`'' <br /> 5' 6' TANGENT TAPER (FT) 5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO"MANUAL <br /> 25 26' 31' 25 55 ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) CITY OF EVERETT <br /> 30 38' 45' 30 85 TABLE 6C-2 PAGE 6C-10. -,z.4.. <br /> z NETT PUBLIC WORKS DEPARTMENT <br /> 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. �y Ena;n Ge Lon Manager CAM: <br /> Drzwn By Current ftev Date <br /> . RYAN SASS I COREY HERT I PAUL WILHELM I ESH 12/30/2016 <br /> 40 67' 80' 40 170 <br /> 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC TRAFFIC CONTROL PLAN STANDARD DRAWING No. <br /> 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE <br /> g CURRENT MUTCD �� 2 LANE ROADWAY: 702 <br /> LL PARTIAL LANE CLOSURE <br /> 1 <br />