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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 /> W 2 1-7 5828 GLENWO0D AVE <br /> EVERETT,WA <br /> unuir <br /> MO \ <br /> -/- GENERAL NOTES: V <br /> 1. EACH SHEET REPRESENTS A COMPLETE z <br /> .` \ WORK EFFORT.PROGRESSIVE WORK IS <br /> \ SPECIFIED BY MATCH LINE CONTINUATION U <br /> ON SHEET <br /> 2. ALL DRIVEWAY ACCESS SHALL REMAIN 0 0 <br /> OPEN DURING WORK ACTIVITY O <br /> O < <br /> F' 3. SEPARATION DEVICES WILL BE ADJUSTED <br /> r a <br /> Legend TO MAINTAIN ACCESS TO BUSINESS AND H co <br /> RESIDENTIAL PROPERTIES DURING WORK <br /> z z <br /> 6129 W <br /> Barrel 0- a <br /> ACTIVITY <br /> GLENWOOD PI Utility Truck 4. ALL WORK TO BE PERFORMED DURING LU a <br /> AVENUE DAYTIME HOURS,UNLESS TRAFFIC <br /> ` \ Work Area VOLUMES OR MUNICIPALITY DICTATE rn <br /> EVERETT OTHERWISE 2� o <br /> \ 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS �I: <br /> OTHERWISE NOTED <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> \ ANYONE DIRECTION FOR MORE THAN 5 <br /> MINUTES <br /> RE IT 7. IF NEED PEDESTRIAN WILL BE F IE <br /> ACCOMMODATED THROUGH THE WORK Pcwuuo,nHc _I .� <br /> FO !Y \ ZONE cn.w s�. �ieweiaox. <br /> $b9 \ 8. WORK AREA TO INCLUDE STAGING AREA <br /> \ DATE: 02/22/2019 <br /> \ ENGINEER: F.Colon <br /> \ \ DRAWN BY: S.Dickson <br /> \ REVISIONS <br /> \ \ DATE DESCRIPTION INITIAL <br /> MATCHLINE: <br /> WORK CONTINED ON SHEET E04 ....................... <br /> BUFFER DATA CHANNELIZATIONDEVICE SHOULDER WORK ALONG GLENWOOD AVE SPACING(feet) THEEPT AS MAY A OTHERWISE TIPROVIDED SHALL CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT BEINGI SUED MacomT CONFIDENCE <br /> AND <br /> SHALL <br /> NOT <br /> 35/40 30 60 BEING REPRODUCED <br /> IN STRICT ORN USENCE R ANY <br /> NOT e <br /> REPRODUCED, COPIED, OR USED FOR ANV 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 Speed (mph) <br /> mph) VERTICAL: N/A <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH 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 /> too' 123' 172' 74' 100' 150, URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> g' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE SHEET: E-03 <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 />