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all 11111 OM In 1111 1 I 1111 1 NM 11111 11111 UN I E MN 1 NI MN <br /> I I <br /> ROLL SPACING . \ <br /> W1-4L W20-1 <br /> (MIN 50'MAX 100') <br /> WITH ROAD <br /> � NOTE 1 WORK <br /> WORK AREA / W+� <br /> TRUCK <br /> DOWNSTREAM TAPER FLASHINGWITH BUFFER SPACE TAPER LENGTH SEE SEE <br /> (SEE TABLE A) SEE TABLE A <br /> NOTE t <br /> (SEE TABLE A) BEACON ( ) I I <br /> SF lig' <br /> * ,, :•:•:.b C, I10- <br /> fe 43 a3 °I 11°L-I'. <br /> -E <br /> 4 SEE 4 SEE TAPER LENGTH <br /> NOTE 1 I NOTE 1 _ (SEE TABLE A) <br /> NOTES LEGEND <br /> ROAD ROAD <br /> WORK NARROWS I. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> IN OR CHANNELIZING DEVICE SEE STANDARD <br /> AHEAD STREET(25 MPH)AND 350'FOR ARTERIAL <br /> ROADWAYS. DRAWING 713. <br /> i W20-1 W5-1 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> t <br /> n TABLE A 4. SPOTTERS REQUIRED TO CONTROL R <br /> THE CONTRACTOR MUST INTERRUPT TRAFFIC C `FLOWTO <br /> SPEED TAPER LENGTH CONE SPACING BUFFER ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> P (MPH) FOR SHIFT WIDTH (FT) SPACING (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> E 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 <br /> TABLE 6C-2 PAGE 6C-10. m <br /> Z 'VETT PUBLIC WORKS DEPARTMENT <br /> 0 35 51' 61' 35 20 120 6. SIGN SIZE PER MUTCD. <br /> SASS ICO CORMIT V eAU'i AINEHA I'2.13R 01/0512017 <br /> 40 67' 80' 40 170 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR SPECIFIC "" TRAFFIC CONTROL PLAN --- <br /> 45 113' 135' 45 220 INFORMATION ON THE TRAFFIC CONTROL PLANS SEE 2 LANE ROADWAY: 702 <br /> 6CURRENT MUTCD. <br /> J.- PARTIAL LANE CLOSURE <br /> I 1 <br />