Laserfiche WebLink
verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1807BD IN 1.6ROWIEVT0956 <br /> i EVERETT <br /> / / PRore�T�o�aToN. <br /> / BACKHAUL <br /> EVERETT,WA <br /> NGENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A w <br /> Legend COMPLETE WORK EFFORT. O O <br /> PROGRESSIVE WORK IS SPECIFIED <br /> Barrel BY MATCH LINE CONTINUATION (~j CIO <br /> / ON SHEET w <br /> / UtilityTruck Of w <br /> / 2. ALL DRIVEWAY ACCESS SHALL I— o Of <br /> / Work Area REMAIN OPEN DURING WORK Z a 0 <br /> / ACTIVITY O w <br /> 3. SEPARATION DEVICES WILL BE <br /> i I ADJUSTED TO MAINTAIN ACCESS Z z Q <br /> TO BUSINESS AND RESIDENTIAL Q CD— PROPERTIES DURING WORK 0- w Z <br /> ACTIVITY wp a <br /> 4. ALL WORK TO BE PERFORMED U) F <br /> DURING DAYTIME HOURS,UNLESS � w <br /> TRAFFIC VOLUMES OR O Of <br /> w <br /> MUNICIPALITY DICTATE �� <br /> W21-7 OTHERWISE w <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> _ ANYONE DIRECTION FOR MORE group <br /> THAN 5 MINUTES F°'•'"•G°°P'^° wl °�I <br /> 3000EC—Chavez St oI3308B7— <br /> suit.A00 1133488-24 <br /> _ 7. IF NEED PEDESTRIAN WILL BE A°,,;n.TX 2B2B2 <br /> • ACCOMMODATED THROUGH THE <br /> G20-2a — WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> ROAD WORK > , • ' S 3RD AVE AREA <br /> ISPEED LIMIT 30 MPH __w <br /> _ i' p O <br /> c' I <br /> I z -n <br /> I N Z I DATE: 04/12/2019 <br /> z m <br /> = W 1 I M ENGINEER: F.Colon <br /> H i <br /> I A C <br /> W W MF-- q z W DRAWN BY: S.Dickson <br /> W C:) W � � � LLI W REVISIONS <br /> () LLI Q (Y) W (/) QW DATE DESCRIPTION INITIAL� � \/ '^ > > W ROAD WORKt ' V' ; tG20-2a <br /> G20-2a Lu Lj I <br /> I <br /> I I I <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG S 3RD AVE <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THE BE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35/40 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 3$ 40 45 50 55 60 T657�O REPRODUCED, COPIED, OR USED FOR ANY PURPOS( ) 25/30 20 40 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 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 \ P // HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,0001bs. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' SHOULDER Posted Speed /m h\ <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 /> 90 <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 - - - - - - <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 SHEET: E-01 <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 />