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M NM <br /> I I <br /> ROLL SPACING W1-4L W20-1 <br /> (MIN 50'MAX 100') <br /> WITH WORK <br /> WORK AREA WORK <br /> AHEAD <br /> TRUCK <br /> DOWNSTREAM TAPER WITH BUFFER SPACE <br /> (SEE TABLE A) FLASHING (SEE TABLE A) TAPER LENGTH SEE SEE <br /> 1BEACON (SEE TABLE A) I NOTE 1 I NOTE 1 <br /> -1 <br /> w �Oi�i i o, im IL.- IIF IF <br /> :57/3 <br /> 4ppp <br /> -_ " <br /> — <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 RESIDENTIAL STREET(25 MPH)AND 350'FOR ARTERIAL CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> DRAWING 713. <br /> ROADWAYS. <br /> W20-1 W5-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> R <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> ' TABLE A 4. SPOTTERS REQUIRED TO CONTROL TRAFFIC WHENEVER <br /> g THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO <br /> SPEED TAPER LENGTH CONE SPACING BUFFER ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> n (MPH) FOR SHIFT WIDTH (FT) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 5' 6' TANGENT TAPER (Fr) 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. <br /> PUBLIC WORKS DEPARTMENT <br /> 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. <br /> 0 40 67' 80' 40 170 ''''“VA;SASS ICOAMITIT I ATMILHELM I'''IS" 01/05/2017 <br /> 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC TRAFFIC CONTROL PLAN <br /> go 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE " 702 <br /> 1.4 <br /> CURRENT MUTCD. 2 LANE <br /> RTIAL ROADWAY: <br /> LANE CLOSURE <br /> I r <br />