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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1703MNTR.005ROWI PVT 0934 <br /> E�VERETTo <br /> / 4634 ALGER AVE <br /> / 1 EVERETT,WA <br /> / <br /> / <br /> < N <br /> / � \ � GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> J LLJ COMPLETE WORK EFFORT. z <br /> I j Legend PROGRESSIVE WORK IS SPECIFIED O <br /> / CL) LLJZ Cy- 9 BY MATCH LINE CONTINUATION U <br /> Q LLJ LLJ •Barrel ON SHEET D <br /> LLJ Q , Utility Truck 2. ALL DRIVEWAY ACCESS SHALL � o <br /> Li W REMAIN OPEN DURING WORK Cn <br /> z a <br /> \ ®Work Area ACTIVITY O O <br /> 3. SEPARATION DEVICES WILL BE I-- a z <br /> ADJUSTED TO MAINTAIN ACCESS Z z <br /> TO BUSINESS AND RESIDENTIAL a <br /> \ PROPERTIES DURING WORK a or <br /> Lu <br /> ACTIVITY Wp a <br /> 4. ALL WORK TO BE PERFORMED U) <br /> DURING DAYTIME HOURS,UNLESS <br /> TRAFFIC VOLUMES OR O <br /> MUNICIPALITY DICTATE <br /> OTHERWISE <br /> r 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> ALL BARREL SPACING WILL BE ADJUSTED TO FEDERALAVE FLUORESCENT ORANGE UNLESS <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& SPEED LIMIT 25 MPH _--� _ _ _ — _ _ OTHERWISE NOTED �ORESITE <br /> PARKING LOTS DURING WORK ACTIVITY 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE group <br /> f For•sit•GrouP lz wwww.fs-iM.nN <br /> THAN 5 MINUTES ,,,EC—Ch1Y"5t o13348B7— <br /> D 7. IF NEED PEDESTRIAN WILL BE A-,.'00n 78— f133488-24 <br /> 0 ACCOMMODATED THROUGH THE <br /> J I— WORK ZONE <br /> I— I / Q W z 8. WORK AREA TO INCLUDE STAGING <br /> Q � H' Z LLJm ry AREA <br /> LL- <br /> LLJ Q W ROAD WORK <br /> (_ <br /> j I fil <br /> FEDERALAVE <br /> � = DATE: 05/23/2019 <br /> SPEED LIMIT 25 MPH y Fn ENGINEER: F.Colon <br /> —•— R <br /> DRAWN BY: S.Dickson <br /> L' X I3 REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG FEDERAL AVE <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE A CE MPH TAPER TANGE THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> = B NT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35140 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 4$ 50 5$ 60 65 70 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25/30 20 40 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 SIGN SPACING (1) MINIMUM SHOULDER TAPER LENGTH = L 3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT / HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' <br /> \ P /SHOULDER Posted Speed (mph) <br /> RURAL ROADS,URBAN ARTERIALS, 25130 MPH 200'+/-(2) WIDTH 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 /> - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 3' 40 40 60 90 - - - - - <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 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 6' <br />