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I I <br /> ROLL SPACING . ,/\, <br /> W1-4L W20-1 <br /> (MIN 50'MAX 100') <br /> WITH ROAD <br /> WORK <br /> WORK AREA AHEAD <br /> TRUCK <br /> WITH BUFFER SPACE <br /> DOWNSTREAM TAPER <br /> FLASHING (SEE TABLE A) TAPER LENGTH SEE SEE <br /> (SEE TABLE A) BEACON (SEE TABLE A) I NOTE 1 _ _ NOTE 1 <br /> e iii <br /> V V VA a:0=I +I' 44' <br /> .4— <br /> -® --® <br /> ,iz- <br /> 4 SEE 4 SEE TAPER LENGTH — <br /> NOTE 1 I NOTE 1 (SEE TABLE A) _ <br /> ROAD ROAD NOTES LEGEND <br /> WORK NARROWS 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> AHEAD CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREET(25 MPH)AND 350'FOR ARTERIAL <br /> DRAWING 713. <br /> ROADWAYS. <br /> W20-1 W5-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> E. NIGHT-TIME USE(OPTIONAL). <br /> g <br /> f 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> l' TABLE A 4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER <br /> a THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO <br /> 1 SPEED TAPER LENGTH CONE SPACING BUFFER ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> 3 (MPH) FOR SHIFT WIDTH (Fr) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 5' 6' TANGENT TAPER (FT) <br /> 5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO"MANUAL <br /> 5 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. <br /> Err PUBLIC WORKS DEPARTMENT <br /> 0 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. <br /> :'. 7 <br /> '"40 67' 80' 40 170 sAss IcoREY IR I PAULGutam ImtsH 01/05/2017 <br /> 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC TRAFFIC CONTROL PLAN <br /> W 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE 2 LANE ROADWAY: <br /> Is CURRENT MUTCD. PARTIAL LANE CLOSURE 702 <br /> I I <br /> — 11111 — — — — — all En — — — 111111 NI — MN NE — — <br />