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ve r i zo n,/ <br /> TRAFFIC CONTROL PLAN PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0900 <br /> EVERETT <br /> / '� `• .�` lN=1- / / EVERETTNWA OD AVE <br /> \ / / GENERAL NOTES: V <br /> / 1. EACH SHEET REPRESENTS A COMPLETE z <br /> WORK EFFORT.PROGRESSIVE WORK IS <br /> SPECIFIED BY MATCH LINE CONTINUATION <br /> �p0 / ON SHEET Z <br /> 2. ALL DRIVEWAY ACCESS SHALL REMAIN rn g <br /> OPEN DURING WORK ACTIVITY z0 O <br /> / G20 2a Le end 3. SEPARATION DEVICES WILL BE ADJUSTED U a <br /> 9 TO MAINTAIN ACCESS TO BUSINESS AND W z <br /> Barrel RESIDENTIAL PROPERTIES DURING WORK Q wLq <br /> Utility Truck ACTIVITY 0- w c7 <br /> 4. ALL WORK TO BE PERFORMED DURING CI LU <br /> Work Area DAYTIME HOURS,UNLESS TRAFFIC 2 <br /> L/ Fa2� VOLUMES OR MUNICIPALITY DICTATE F- <br /> a.a OTHERWISE <br /> 0 <br /> s O 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> ay L� FLUORESCENT ORANGE UNLESS �n <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 II_ <br /> ~ ACCOMMODATED THROUGH THE WORK Fcwuuo,nHc _I an.r <br /> ZONE <br /> 8. WORKAREATO INCLUDE STAGING AREA <br /> ALL BARREL SPACING WILL BE ADJUSTED TO <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& \ \ <br /> PARKING LOTS DURING WORK ACTIVITY <br /> MATCHLINE: DATE: 02/22/2019 <br /> WORK CONTINED ON SHEET E02 _. _�... _ ._. ... _... ............._,.... - <br /> �•�•' ENGINEER: F.Colon <br /> • DRAWN BY: S.Dickson <br /> \ REVISIONS <br /> \ • DATE DESCRIPTION INITIAL <br /> BUFFER DATA CHANNELIZATION DEVICE 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 PROPERTY OF MCI COMMUNICATIONS SERVICES.INC.BOT <br /> 35/40 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <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 PERMISSIONLENGTH(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-01 <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 />