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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 /> NEVERETT,WA <br /> Legend GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> Barrel COMPLETE WORK EFFORT. <br /> G20-2a PROGRESSIVE WORK IS SPECIFIED LD <br /> I END Utility Truck BY MATCH LINE CONTINUATION <br /> _.1.. OADWORK ®Work Area ON SHEET <br /> t <br /> W F- 2. ALL DRIVEWAY ACCESS SHALL z w <br /> Ir, Q REMAIN OPEN DURING WORK ° z <br /> .u'— = p W W ACTIVITY Z a � <br /> = W = Wai IF- j 3. SEPARATION DEVICES WILL BE O CI O <br /> Cn � ADJUSTED TO MAINTAIN ACCESS z z <br /> fn Q p W TO BUSINESS AND RESIDENTIAL Q a <br /> R z PROPERTIES DURING WORK 0- or <br /> G20-2a I -I PEDESTRIAN TRAFFIC WILL BE � <br /> i ACCOMODATED AT IMPACTED i ACTIVITY 0 ¢ g <br /> _ SIDEWALK OBSTRUCTION BY I 4. ALL WORK TO BE PERFORMED <br /> CONTRACTOR _ DURING DAYTIME HOURS,UNLESS H <br /> �% TRAFFIC VOLUMES OR p <br /> • - - MUNICIPALITY DICTATE <br /> OTHERWISE <br /> • ~� •_ • 1 �_ • � •_ • • •_ • _ • • � • • • • • • 5. ALL SIGNS ARE 48 X48 BLACK ON <br /> •— • FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED FORESITE <br /> 19TH AVE SE 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> SPEED LIMIT — — ANYONE DIRECTION FOR MORE <br /> FP THAN FIBER _ THAN 5 MINUTES <br /> Forasih Group,Iz wvnvw.fg-inc.r,et <br /> - - - - ► - — 7. IF NEED PEDESTRIAN WILL BE 5M at CNavex SC f�33a.88].6@0 <br /> ACCOMMODATED THROUGH THE A-.,-870' <br /> I-1 — - - _- - WORKZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> a ALL BARREL SPACING WILL BE ADJUSTED TO AREA <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& <br /> PARKING LOTS DURING WORK ACTIVITY i <br /> r <br /> z <br /> � m <br /> n <br /> U <br /> n <br /> O <br /> z <br /> z <br /> m DATE: 05/17/2019 <br /> v <br /> -- T ENGINEER: F.Colon <br /> O DRAWN BY: S.Dickson <br /> 3 <br /> to REVISIONS <br /> 2 <br /> mDATE DESCRIPTION INITIAL <br /> m <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 Seed mh <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p ( p ) <br /> PH 45—< 45 M55 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 45 50 55 60 65 70 <br /> - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 90 - - - <br /> - - <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 SHEET: E-05 <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 />