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ve r i zo n,/ <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0898 <br /> \ - - - - EVERETT <br /> 828 NW GLEOOD AVE <br /> W21-7 P� <br /> EVERETT,WA <br /> AMEA6urlury <br /> Y/giN <br /> i.. GENERAL NOTES: <br /> Legend 1. EACH SHEET REPRESENTS A <br /> / • \ m,�l�y Barrel COMPLETE WORK EFFORT. ZO <br /> Fo �O PROGRESSIVE WORK IS SPECIFIED <br /> G \ � pQ '� Utility Truck BY MATCH LINE CONTINUATION U <br /> `} "x �sy 9L� SHEET <br /> Work Area 2. ALL DRIVEWAY ACCESS SHALL Z <br /> 0 <br /> REMAIN OPEN DURING WORK Z <br /> \ ACTIVITY OU a O <br /> 3. SEPARATION DEVICES WILL BE co <br /> \ \ ADJUSTED TO MAINTAIN ACCESS Z z w <br /> \ TO BUSINESS AND RESIDENTIAL a <br /> PROPERTIES DURING WORK w a <br /> \ ACTIVITY 0 <br /> 4. ALL WORK TO BE PERFORMED F <br /> DURING DAYTIME HOURS,UNLESS <br /> • TRAFFIC VOLUMES OR 0 <br /> MUNICIPALITY DICTATE <br /> PEDESTRIAN TRAFFIC WILL BE OTHERWISE <br /> •�' ACCOMODATED AT IMPACTED 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> SIDEWALK OBSTRUCTION BY FLUORESCENT ORANGE UNLESS <br /> CONTRACTOR <br /> OTHERWISE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE II ' <br /> THAN 5 MINUTES <br /> / \ 7. IF NEED PEDESTRIAN WILL BE <br /> G2D-za f ACCOMMODATED THROUGH THE <br /> f WORK ZONE <br /> 8. WORKAREATOINCLUDESTAGING <br /> AREA <br /> \ W21-7 jATEWAY <br /> TERRACE <br /> ppF \ K `JERi TT , <br /> Gy ,� ANFAD <br /> DATE: 02/21/2019 <br /> ENGINEER: F.Colon <br /> f T ssr 9L �pF�� DRAWN BY: S.Dickson <br /> REVISIONS <br /> /r -.`'?• • �/ NIX DATE DESCRIPTION INITIAL <br /> W21-7 <br /> F <br /> • Epp 1320-2a <br /> G20-2a <br /> BUFFER DATA CHANNEL DEVICE <br /> SPACINGCING(feet) SHOULDER WORK ALONG G L E N W O O D AVE EXCEPT as MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAwIE—AND SPECIFICATIONS SHALL REMAIN THE <br /> 35140 30 60 PROPERTY <br /> c ISSUED IN STRICT CONFIDENCE AND SHALNC BOTT <br /> NOT <br /> B <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65F730 <br /> 25130 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 <br /> SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R <br /> SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3so• HORIZONTAL: N/A <br /> 9,900 T022,0001bs. >22,0001bs. SHOULDER Posted Speed (mph) <br /> RURAL ROADS,URBAN ARTERIALS, 25 30 MPH 200'+/-(2) WIDTH p VERTICAL: N/A <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 /> 8' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 1 90 SHEET: E-02 <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 />