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I I <br /> R3-1L <br /> NOT OPTIONAL :��� 0 W20-5L(MOD) W20-1 <br /> I I I WITH WITH LEFT <br /> TURN LANE ROAD <br /> WORK <br /> I It t CA.OSED <br /> AD AHEAD <br /> I Le. <br /> I (MIN ISPACING <br /> N 50'MAX10100') TRUCK <br /> WITH <br /> FLASHING BUFFER SPACE TAPER LENGTH SEE SEE <br /> ^^ \ BEACON _ (SEE TABLE A) (SEE TABLE A) NOTE 1 t NOTE 1 <br /> WORK AREA — <br /> iiivei❖ _ - <br /> si,..N.\\ 3: ,._ , <br /> NOTES LEGEND <br /> t <br /> t1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR ® CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> o <br /> Q 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 8 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> i ENGINEER. <br /> Y. TABLE A 4. SPOTTER REQUIRED WHENEVER THE CONTRACTOR <br /> o SPEED CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> 8 (MPH) (Fr) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> P. TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 5 25 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 30 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> PUBLIC WORKS DEPARTMENT <br /> 0 35 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS 8 40 40 170 �ey. <br /> ( SEE CURRENT MUTCD. ' a SASS ICOREYHEFT I PAU1WILHELM I` 'SH 02/28/2018 <br /> 45 45 220 I TRAFFIC CONTROL PLAN <br /> s 5 LANE ROADWAY 705 <br /> i. INTERSECTION WITH LEFT TURN LANE CLOSED <br /> I I <br /> IIIII i IIIII IIIIII M MN M Will NM M M E ME 111111 RN OM M MI M <br />