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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.2ROWIEVT1118 <br /> EVT <br /> ,TAT,—TI- <br /> EVERETT,WA <br /> c I I I < N GENERAL NOTES: <br /> LUI 1. EACH SHEET REPRESENTS A Z <br /> I- I COMPLETE WORK EFFORT. <br /> LU Legend PROGRESSIVE WORK IS SPECIFIED O <br /> tx/J I BY MATCH LINE CONTINUATION H <br /> O w21-7 G20-2a •Barrel ON SHEET <br /> ewo UtilityTruck 2. ALL DRIVEWAY ACCESS SHALL � D_ <br /> w W <br /> Ro"°"/°RK REMAIN OPEN DURING WORK � zz ®Work Area ACTIVITY Z ~ of <br /> 3. SEPARATION DEVICES WILL BE O a O <br /> O I No I ADJUSTED TO MAINTAIN ACCESS I.- z <br /> a o TO BUSINESS AND RESIDENTIAL Q a <br /> F I �� PROPERTIES DURING WORK a <br /> Lu <br /> ULI I r Z W4-2 W20-5 W21-7 ACTIVITY UJ ¢ g <br /> J Z. m , 4. ALL WORK TO BE PERFORMED <br /> x DURING DAYTIME HOURS,UNLESS 1-- <br /> PEDESTRIAN U TRAFFIC WILL BE I o. 7) <br /> Q ACCOMODATED AT IMPACTED I TRAFFIC VOLUMES OR <br /> O <br /> SIDEWALK OBSTRUCTION BY MUNICIPALITY DICTATE <br /> (Yi CONTRACTOR fLl3 X X X—►, OTHERWISE <br /> • 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> ° FLUORESCENT ORANGE UNLESS <br /> ' OTHERWISE NOTED <br /> _ _ _ _ • -• • -• �- - <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE <br /> �'- 19THAVE SE ... ..... ANYONE DIRECTION FOR MORE <br /> SPEEDLIMIT 35 MPH —► THAN 5 MINUTES <br /> w wwwf <br /> 7. IF NEED PEDESTRIAN WILL BE 3MEC,ICNa ez St.A—".,T a'°' <br /> 133a.88].6@. <br /> ACCOMMODATED THROUGH THE ""`" <br /> WORKZONE <br /> j — 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> i <br /> � I <br /> I <br /> I <br /> LLJ ~ <br /> o � Q H- <br /> (y = z LIJ W o DATE: 05/17/2019 <br /> ONO (J" LEJ W o ENGINEER: F.Colon <br /> ::) > n DRAWN BY: S.Dickson <br /> ¢ � LJ <br /> z REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> �...... W21-7 <br /> G20-2a <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 19T H AVE SE <br /> SPACING(feet) <br /> FxCEPT AS MAY BE OTHERWISE PROVIDE.BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TN <br /> 35/40 30 60 PROPERTY OF MCI COMMUNICATIONS SERVICES.INC..BOT <br /> BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT R <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <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 350' HORIZONTAL: N/A <br /> 9,900 TO 22,0001bs. >22,0001bs. SHOULDER Posted Speed (mph) <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p ( p ) <br /> < 45 ME FEE MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS VERTICAL: N/A <br /> 100' 123' 172' 74' 100' 150' <br /> URBAN STREETS 25 MPH OR LESS 100'+/-(2) (feet) 25 30 35 40 - 50 55 6- - - <br /> g' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 fio 90 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 />