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verizon-1 <br /> TRAFFIC CONTROL PLAN PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0902 <br /> EVERETT <br /> 5828 GLENWOOD AVE <br /> EVERETT,WA <br /> � 3z <br /> LnLzLJ > j / / Z <br /> J Q W / GENERAL NOTES: V <br /> F-1 <br /> L7 1. EACH SHEET REPRESENTS A Z <br /> 1=1 LLJ ~ p,� COMPLETE WORK EFFORT. O <br /> M LLJ <br /> pO0�se� / PROGRESSIVE WORK IS SPECIFIED BY U <br /> Q, 3 W Legend MATCH LINE CONTINUATION ON Of Z <br /> (n z LLJGv�Eo ROADWORK SHEET o <br /> W / ye G20-2a Barrel < <br /> J Q 2. ALL DRIVEWAY ACCESS SHALL REMAIN Z a 0 <br /> 0LLJ OPEN DURING WORK ACTIVITY O O <br /> �/ Utility Truck U r R: <br /> • 3. SEPARATION DEVICES WILL BE z <br /> Q / Z ? w <br /> E7 LLJ ~ Work Area ADJ USTE D TO MAI NTAI N ACCESS TO Q z Lq <br /> F • / BUSINESS AND RESIDENTIAL -.1 a (D <br /> p 3 z W • • / PROPERTIES DURING WORK ACTIVITY W a <br /> 01� z W W 4. ALL WORK TO BE PERFORMED 0 <br /> Ln W > > DURING DAYTIME HOURS,UNLESS U) <br /> W TRAFFIC VOLUMES OR MUNICIPALITY <br /> f DICTATE OTHERWISE O <br /> / 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> / FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> / ANYONE DIRECTION FOR MORE THAN FORESITE <br /> 5 MINUTES ¢�rC1i in7. IF NEED PEDESTRIAN WILL BE <br /> Far h Group,lrr. w ..fg-mc— <br /> / ACCOMMODATED THROUGH THE 3000 E Caar Chavez Sc 113-887— <br /> Suhe400 f1334.887.6024 <br /> / W O R K ZO N E A-K TX 78702 <br /> 8. WORK AREATO INCLUDE STAGING <br /> AREA <br /> E3 Lt-I <br /> o C7 W <br /> cli <br /> / S1- \ (7- ZW W <br /> • • \ y Z \ U-) LLJ > > <br /> Ld <br /> <&> <br /> / �\ dd \ <br /> ALL BARREL SPACING WILL BE ADJUSTED TO W21-7 <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& <br /> PARKING LOTS DURING WORK ACTIVITY DATE: 02/22/2019 <br /> ENGINEER: F.Colon <br /> \�\ DRAWN BY: S.Dickson <br /> \ REVISIONS <br /> ENO DATE DESCRIPTION INITIAL <br /> ROAD WORK \ \ <br /> G20-2a <br /> SHOULDER WORK ALONG GLENWOOD AVE <br /> BUFFER DATA CHANNELIZATION DEVICE <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35140 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH L/ (feet) HORIZONTAL: N/A <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' <br /> 9,900 T022,0001bs. 22,0001bs. SHOULDER Posted Speed (mph)RURAL ROADS,,URSINESS ARTERIALS 25130MPH 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' 1 Do, 150' URBAN STREETS 25 MPH OR LESS 100'-1-(2) <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 90 - - - - - - <br /> SHEET: E-01 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10' 40 so so so _ _ _ _ _ _ <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 />