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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.14ROWIEVT1824 <br /> EVERETT <br /> \ \ PRo SECT LOCATION <br /> \ \ / N EVERETT,WA <br /> \ \ 1 <br /> \ \ <br /> GENERAL NOTES: <br /> \ \ \ \ \ G20-2a Legend 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. Z <br /> \ \ •Barrel PROGRESSIVE WORK IS SPECIFIED O <br /> y \ \ PEDESTRIAN TRAFFIC WILL BE , Utility Truck BY MATCH LINE CONTINUATION U <br /> \ \ \ ACCOMODATED AT IMPACTED W F- ON SHEET <br /> D, \ \ \ SIDEWALK OBSTRUCTION BY D � ®Work Area 2. ALL DRIVEWAY ACCESS SHALL F- o <br /> �Eao 7p CONTRACTOR = WCn <br /> p Z REMAIN OPEN DURING WORK Z a } <br /> R M� L,J L,J 111 ACTIVITY O ~ <br /> W21-7 • \ \ I ON > 3 > W21-7 ()3. SEPARATION DEVICES WILL BE � � Of <br /> 1 \ Q LIJ ADJUSTED TO MAINTAIN ACCESS z ? F <br /> W20-5 I` �\ \ DRH TO BUSINESS AND RESIDENTIAL ¢ z <br /> PROPERTIES DURING WORK a w <br /> G20-2a W4-2 •� •�~\ \ \ ACTIVITY Wp <br /> 4. ALL WORK TO BE PERFORMED u1 <br /> ROADWORK ---100 FT MIN DURING DAYTIME HOURS,UNLESS 7) <br /> TRAFFIC VOLUMES OR O <br /> --100 FT MIN — — — <br /> MUNICIPALITY DICTATE <br /> f — — OTHERWISE <br /> 4TH AVE W 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> SPEED LIMIT 30 MPH FLUORESCENT ORANGE UNLESS <br /> — — — — — — — OTHERWISE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> 100 FT MI ANYONE DIRECTION FOR MORE group <br /> 100 FT MIN �• THAN 5 MINUTES 3000ECe arCha a:sc <br /> � <br /> .I I333ee- <br /> sua4400 13 <br /> 7. IF NEED PEDESTRIAN WILL BE 34.88-24 <br /> A.ar�.nc 2e2o2 <br /> \�\ ACCOMMODATED THROUGH THE <br /> W21-7 G20-2a WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> W21 7 PROPOSED AREIAL FIBER <br /> � �. •\ \ \ DATE: 06/18/2019 <br /> ALL BARREL SPACING WILL BE ADJUSTED TO ENGINEER: F.Colon <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& DRAWN BY: S.Dickson <br /> PARKING LOTS DURING WORKACTIVITY <br /> \ \ REVISIONS <br /> \ DATE DESCRIPTION INITIAL <br /> --------------- <br /> '\ \ <br /> 40 3133HS NO C13nNI1NO0 d01:3NI.11- W ---------------- -- <br /> BUFFER DATA CHANNEL IZATIONDEVICE SHOULDER WORK ALONG EVERGREEN WAY <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE — B MPH TAPER TANGENT FIR PEDR OF MC AND SPECIFICATIONS SMHALL,INC.. THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOTFB <br /> 35/40 30 60 REPRODUCED, <br /> ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 45 50 55 60 T657"00 REPRODUCED, COPIED, OR UMED FDR ANY PURPOM( ) 25130 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=X (1) MINIMUM SHOULDER TAPER LENGTH = L 3 (feet) <br /> HOST VEHICLE WEIGHT HOSTVEHICLE WEIGHT / HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS&URBANARTERIALS 35/40 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,,URBAN ARTERIALS, 25/30MPH 200'+/-(2) WIDTH p \ p / 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 /> 8' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 00' 40 6o 90 90 SHEET: E-03 <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 />