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e <br /> . 1 I <br /> NOTES: <br /> I 1.THERE ARE NO TIME RESTRICTIONS <br /> ROAD FOR THIS TRAFFIC CONTROL PLAN FOR <br /> WORK I WEEKEND WORK <br /> AHEAD 2.NO PARKING SIGNS SHALL BE PLACED <br /> TI <br /> 72MHOURSEOF INPARKING ADVANCE WITHRESTRICTION DATE AND <br /> KEEP W4-2R W9-3R W20-1 CLEARLY LABELED. <br /> ♦'m <br /> LEFT I I WITH <br /> W4-7A p RIGHT ROAD <br /> LANE WORK <br /> 0 CLOSED <br /> WITH I I AHEAD AHEAD <br /> ROLL SPACING I I TAPER LENGTH <br /> 50' MIN 100' MAX TRUCK I I (SEE TABLE A) <br /> WITH <br /> WORK FLASHING SEE SEE SEE <br /> AREA — BEACON ! I NOTE 1 NOTE 1 NOTE 1 <br /> _ <br /> cr 14,,, ,,— 4; ___, 4 <br /> — — " .4. ;> —. —4> —. —®---.— 4_4____<:-,,,, V <br /> 111 <br /> _____4 I <br /> – i — — — — <br /> 7/4--- _A f - - - - - - <br /> XX _ <br /> (' 5 NOTES LEGEND <br /> + 1 ii <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FORCONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350' FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> oN 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> o ( NIGHT-TIME USE (OPTIONAL). <br /> N <br /> Y <br /> C <br /> ° ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> Z WORK iENGINEER. <br /> TABLE A I AHEAD 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> o SPEED TAPER LENGTH CONE SPACING W20-1 MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> WORK SITE WITH MATERIALS OR EQUIPMENT APPROVED AS NOTED ' ' <br /> ° (MPH) FOR SHIFT WIDTH ALONG TAPER (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). ByCHert at 3:19:18 PM, 10/15/2018 <br /> 10' 12' (FT) <br /> i- 25 105' 125' 25 5. SIGN SIZE PER MUTCD. <br /> a CITY OF EVERETT <br /> 0 30 150' 180' 30 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR ' ''d REIT PUBLIC WORKS DEPARTMENT <br /> W <br /> SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS *? <br /> 35 205' 245' 35 SEE CURRENT MUTCD. TmERYANSASS COREY HERT PAULWILHELM D�WnESH D°"�"`05/ <br /> 40 270' 320' 40 TITLE 01/05/2017 <br /> 45 450' 540' 45 <br /> TRAFFIC CONTROL PLAN SANDARD DRAWINGNo. <br /> I I Y 5 LANE ROADWAY WITH RIGHT LANE 708 <br /> I CLOSURE FAR SIDE OF INTERSECTION <br /> I I <br />