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verizon,/ <br /> TRAFFIC CONTROL PLAN PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0900 <br /> ` EVERETT <br /> \ � PRwECT LocAT�oN. <br /> \ \ 5828 GLENWOOD AVE <br /> EVERETT,WA <br /> IMATCHLINE. <br /> ............................................ ........ ....... ......... ......... . ....�""'•........ WORK CONTINED FROM SHEET E01 <br /> \ \ GENERAL NOTES: V <br /> *21 i 1 1. EACH SHEET REPRESENTS A COMPLETE z0 <br /> WORK EFFORT.PROGRESSIVE WORK IS <br /> \ SPECIFIED BY MATCH LINE CONTINUATION <br /> FA0 ON SHEET Z <br /> 2. ALL DRIVEWAY ACCESS SHALL REMAIN U) g <br /> OPEN DURING WORK ACTIVITY O < O <br /> Legend <br /> 3. SEPARATION DEVICES WILL BE ADJUSTED U a R: <br /> \ Barrel TO MAINTAIN ACCESS TO BUSINESS AND z W z <br /> \ / RESIDENTIAL PROPERTIES DURING WORK <br /> Lq <br /> Utility Truck ACTIVITY a <br /> t9� Work Area 4. ALL WORK TO BE PERFORMED DURING Lu a <br /> ��/p DAYTIME HOURS,UNLESS TRAFFIC <br /> �/ f VOLUMES OR MUNICIPALITY DICTATE <br /> G20 2a OTHERWISE2 00 <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON M N <br /> �S FLUORESCENT ORANGE UNLESS • <br /> OTHERWISE NOTED <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE THAN 5 MINUTES FORESITE <br /> \ / 7. IF NEED PEDESTRIAN WILL BE 1)_ <br /> ACCOMMODATED THROUGH THE WORK Fcwuuo,n c _I an.r <br /> G� ZONE ,�F<.�<N.ws ul�splxaa <br /> tr, 8. WORKAREATO INCLUDE STAGING AREA <br /> ��000 <br /> 4 <br /> 6027 <br /> GLENW❑❑D <br /> AVENUE <br /> .� EVERETT <br /> \ DATE: 02/22/2019 <br /> \ ENGINEER: F.Colon <br /> \ \ DRAWN BY: S.Dickson <br /> \\ \ REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> G20-2a <br /> BUFFER DATA CHANNELIZATIONDEVICE SHOULDER WORK ALONG GLENWOOD AVE SPACING(feet) ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT PR <br /> ORERT OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35/40 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE <br /> REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65F7�0. 25130 20 40 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) HORIZONTAL: N/A <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' <br /> 9,900 TO 22,000 Ibs. 22,000 Ibs. SHOULDER Posted Seed (mph) <br /> VERTICAL: N/A <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH <br /> p <br /> < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS (feet) 25 30 35 40 45 50 55 60 65 70 <br /> 100' 123' 172' 74' 100' 150, URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> g' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE SHEET: E-02 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> NO SPECIFIED DISTANCE REQUIRED ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' <br />