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1011 MI M all ON NM 1 NE V — — i NM — — NB MO EN NB <br /> 1 1 <br /> I11 <br /> NOTES <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR <br /> ARTERIAL ROADWAYS <br /> II 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> WORK i AREA W20-2 W20-1 NIGHT-TIME USE(OPTIONAL). <br /> ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> CLOSED ROAD <br /> I I DETOUR WORK ENGINEER. <br /> AHEAD AHEAD(MOUNT ON BARRICADE ONE <br /> R3-1R 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> PER LANE) MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> TAPER LENGTH ,$..3 ;e&v.v.. 1 j1 SEE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> (SEE TABLE A) ° =lr 7 I• 200' I NOTE 1 (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> --- <br /> 5. SIGN SIZE PER MUTCD. <br /> IJ-1 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> TYPE 3 BARRICADE SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> -� <br /> ONE PER LANE SEE CURRENT MUTCD. <br /> DETOUR <br /> ® —+ M4R / _I r(MOUNT ON BARRICADE <br /> ® ®_e._-4,--40_4 ONE PERTHRU LANE) — <br /> — I LEGEND <br /> I. <br /> — — 7 El CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> SEE r � DRAWING 713. <br /> NOTE 1 200' �i-- • <br /> �o <br /> ROAD ; • t <br /> R3-1L z <br /> WORK UNE OPTIONAL <br /> AHEAD CLOSED <br /> EAD I DETOUR <br /> E WITH 40 <br /> AHEAD <br /> s W20-1 W20-5L(MOD) <br /> ® w LU <br /> W20-2 <br /> ®� <br /> 0 <br /> ii - - - \ ROAD <br /> TABLE A I CLOSED <br /> AHEAD <br /> SPEED TAPER LENGTH CONE SPACING I I I w r W20-3 <br /> g(MPH) FOR SHIFT WIDTH ALONG TAPER ) Z <br /> D 10' 12' (FT) I ROAD <br /> 25 105' 125' 25 I I I j 1— WOR <br /> o CITY OF EVERETT <br /> 30 150' 180' 30 I ETT PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35I I _ <br /> I W2D-1 <br /> ck"DNSASS (COREYH RT I PAULWILHEIM I E5H <br /> 3 40 270' 320' 40 02/28/2018 <br /> 45 450' 540' 45 I I I TRAFFIC CONTROL PLAN <br /> 3 - - - - - 5 LANE ROADWAY WITH FULL STREET CLOSURE 709 <br /> lg I I FAR SIDE OF INTERSECTION <br /> I I <br />