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M M MI 111111 MI M MN IIIIII NM Mk M MIN Mill IIIIII IIIIII N M N IIIIII <br /> I I <br /> 0 <br /> W9-3 W20-1 <br /> WITH <br /> CENTER <br /> ROLL SPACING WORKCt LANEROAD <br /> CLOSED WORK <br /> (MIN 50'MAX100') TRUCK AHEAD AHEAD <br /> WITH BUFFER SPACE <br /> FLASHING SEE TABLE A TAPER LENGTH <br /> _BEACON _ (SEE TABLE A) 200' 200' <br /> WORK AREA <br /> C -.ee1 r49, <br /> S <br /> -C <br /> ---1® <br /> H 200' -4-4/ 200' TAPER LENGTH <br /> (SEE TABLE A) _ �_ <br /> 20'Ctl MIN WORKSITE <br /> ROAD CENTER &TY • <br /> PE 2 BARRICADE <br /> WORK �D NOTES LEGEND <br /> AHEAD AHEAD <br /> WITH 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR C. CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> W20-1 W9-3 ARTERIAL ROADWAYS <br /> 1 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) (Fr) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> TANGENT TAPER (Fr) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> i 30 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> 35 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS 40 40 170 SEE CURRENT MUTCD. n"`RYANSASS ICORE T I FAULWILHELM I�ESH 02/28/2018 <br /> 45 45 220 TRAFFIC CONTROL PLAN —°M°°' - <br /> s 5 LANE ROADWAY WITH 711 <br /> TWO WAY LEFT TURN LANE CLOSURE <br /> I I <br />