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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1807BD IN 1.6ROWIEVT0956 <br /> EVERETT <br /> — N BACKHAUL <br /> EVERETT,WA <br /> 0 <br /> LU GENERAL NOTES: <br /> w _ Legend 1. EACH SHEET REPRESENTS A z <br /> _ Barrel COMPLETE WORK EFFORT. O_ O <br /> y PROGRESSIVE WORK IS SPECIFIED <br /> Z I ,, Utility Truck BY MATCH LINE CONTINUATION ~U U <br /> co <br /> WorkArea ON SHEET D w <br /> j 2. ALL DRIVEWAY ACCESS SHALL � o Of <br /> Z I— I REMAIN OPEN DURING WORK Z a 0 <br /> z 2 f I ACTIVITY O w <br /> O M Q Z W 3. SEPARATION DEVICES WILL BE U a z <br /> 0- � � Lj W ADJUSTED TO MAINTAIN ACCESS z z <br /> ~ 0 1 I W21 TO BUSINESS AND RESIDENTIAL Q CD <br /> Q <br /> Li Q W 1 PROPERTIES DURING WORK a LU z <br /> Z ACTIVITY p a <br /> ALL BARREL SPACING WILL BE ADJUSTED TO 4. ALL WORK TO BE PERFORMED u� <br /> O ALLOW ACCESS TO IMPACTED DRIVEWAYS 8 I � <br /> Q PARKING LOTS DURING WORK ACTIVITY _X_�, DURING DAYTIME HOURS,UNLESS 7) w <br /> TRAFFIC VOLUMES OR O w <br /> — — ":,I MUNICIPALITY DICTATE > <br /> ( • • OTHERWISE w <br /> • • 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> _ — FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED FORESITE <br /> S 3RD AVE — 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> SPEED LIMIT 30 MPH —� ANYONE DIRECTION FOR MORE group <br /> THAN 5 MINUTES °'•'"•G°HP,'°t .I �-IM <br /> 3000 E Cesar Chavez St o13348B7— <br /> I � 7. IF NEED PEDESTRIAN WILL BE <br /> A°st 78703 1133488-24 <br /> ACCOMMODATED THROUGH THE <br /> _ WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> ---- � I -n _ -T, I AREA <br /> z I <br /> "' I <br /> I o I I o � <br /> � q I G20-2a unurY <br /> I I � I r" Z I <br /> I z <br /> ........I we1-7 I <br /> I DATE: 04/12/2019 <br /> IW21-7 I ENGINEER: F.Colon <br /> END I I L DRAWN BY: S.Dickson <br /> WORN I J REVISIONS <br /> G20-2a <br /> r DATE DESCRIPTION INITIAL <br /> _J <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 TH <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35/40 3O 6O BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 3$ 40 45 50 55 60 65 70 REPRODUCED, COPIED,WRITTEN USED FOR ANY PURPOS <br /> ( ) 25140 20 40 WITHODUCED,IFIOPIED. PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 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. >22,0001bs. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25130 MPH 200'+/-(2) WIDTH P (mph) <br /> P / VERTICAL: N/A <br /> G 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 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 />