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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 v< > <br /> WITH BUFFER SPACE <br /> DOWNSTREAM TAPER TAPER LENGTH <br /> FLASHING (SEE TABLE A) SEE SEE <br /> (SEE TABLE A) BEACON (SEE TABLE A) NOTE 1 NOTE 1 <br /> ® ° ° 0000000000000000 ° ° ° <br /> SEE SE <br /> E TAPER LENGTH <br /> NOTE 1 NOTE 1 (SEE TABLE A) <br /> 1<ROAD ROAD NOTES LEGEND <br /> 1N WORK NARROWS 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR 0 <br /> AHEAD RESIDENTIAL STREET (25 MPH) AND 350' FOR ARTERIAL CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> DRAWING 713. <br /> > <br /> ROADWAYS. <br /> 0 <br /> W20-1 W5-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> 0 <br /> NIGHT-TIME USE (OPTIONAL). <br /> Y <br /> K <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> z <br /> W TABLE A 4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER <br /> o THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO <br /> SPEED TAPER LENGTH CONE SPACING BUFFER ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> (MPH) FOR SHIFT WIDTH (FT) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 5' 6' TANGENT TAPER (FT) 5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO "MANUAL <br /> Z 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 /> Z e-E-VERETT PUBLIC WORKS DEPARTMENT <br /> w 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. <br /> City Engineer Seam Manager CAD Manager Drawn By Current Rev Date <br /> w RYAN SASS COREY HERT PAUL WILHELM ESH 01/05/2017 <br /> TI <br /> 40 67' 80' 40 170 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC rLE TRAFFIC CONTROL PLAN a <br /> CS <br /> 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE 2 LANE ROADWAY: 702 <br /> a CURRENT MUTCD. <br /> PARTIAL LANE CLOSURE <br />