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1 1 <br /> NOTES <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR <br /> I RESIDENTIAL STREETS(25 MPH)AND 350'FOR <br /> ARTERIAL ROADWAYS <br /> I 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> WORK AREA W20-2 W20-1 NIGHT-TIME USE(OPTIONAL). <br /> ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> CLOSED i I iI DETOUR ROAD ENGINEER. <br /> WORK <br /> (MOUNT ON BARRICADE ONE R3-I R �� BEAD 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> PER LANE) MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> TAPER LENGTH e 1 SEE WORK SITE WITH MATERIALS OR EQUIPMENT <br /> (SEE TABLE A) �/° �"_"'' •;•;•��_• ' } 200' I NOTE 1 (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 5. SIGN SIZE PER MUTCD. <br /> ® -44- <br /> .4 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR <br /> _TYPE 3 BARRICADEIlk SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> ONE PER LANE -.inSEE CURRENT MUTCD. <br /> /',A) DETOUR <br /> ® — '/ - M4-10R/L <br /> (MOUNT <br /> � <br /> ® ® • ® 4*- ® 4 ® ONE PER THRU LANE) .vyZ--- — <br /> ),-A, <br /> _ LEGEND <br /> F ®CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> TEEDRAWING 713. <br /> NOTE 1 200' I �J• <br /> 11. 'ellw <br /> 4 �o <br /> EMU,m• R3-IL� t I z <br /> WORK m OPTIONAL <br /> AHEAD CLOSED <br /> EAD --R-- DETOUR <br /> WITH AHEAD <br /> W20-1 W9-3L(MOD) <br /> N o W20-2 <br /> CFA <br /> 81t z <br /> TABLE A I I -' ROAD <br /> - CLOSED <br /> AHEAD <br /> SPEED TAPER LENGTH CONE SPACING I I <br /> (MPH) FOR SHIFT WIDTH ALONG TAPER I I ( N z W20-3 <br /> 10' 12' (NT) I ROAD <br /> 25 105' 125' 25 I .,I <br /> ; �- WORK <br /> CITY OF EVERETT <br /> 30 150' 180' 30 I AHEAD <br /> 0Err PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 W20-1 <br /> 40 270' 320' 40 I <br /> 'It'll SASS ICOREM I enuLV1ILHELM I°'w1.5H 01/05/2017 <br /> 45 450' 540' 45 I I I I TRAFFIC CONTROL PLAN <br /> B I 5 LANE ROADRR SADEEY WITH OF FULL STR ET CLOSURE 709 <br /> N <br /> I I <br /> - a - e - a - Ma - r - r - all r all all M <br />