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ve r i zo n,/ <br /> TRAFFIC CONTROL PLAN PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0900 <br /> I E�VERo ToN. <br /> 5828 GLENWOOD AVE <br /> \ \\ I EVERETT,WA <br /> WORK CONTINED FROM SHEET E03 <br /> ^ I I GENERAL NOTES: V <br /> \ i I I 1. EACH SHEET REPRESENTS A COMPLETE Z <br /> O <br /> \ \ I WORK EFFORT.PROGRESSIVE WORK IS <br /> SPECIFIED BY MATCH LINE CONTINUATION O <br /> ON SHEET <br /> \ • \ I 2. ALL DRIVEWAY ACCESS SHALL REMAIN C/) g <br /> \ Legend OPEN DURING WORK ACTIVITY p a O <br /> 3. SEPARATION DEVICES WILL BE ADJUSTED U a O <br /> \ Barrel TO MAINTAIN ACCESS TO BUSINESS AND H W z <br /> RESIDENTIAL PROPERTIES DURING WORK <br /> \ Utility Truck I ACTIVITY IL c7 <br /> \ \ Work Area I 4. ALL WORK TO BE PERFORMED DURING Lu a <br /> \ DAYTIME HOURS,UNLESS TRAFFIC 0 <br /> VOLUMES OR MUNICIPALITY DICTATE F- <br /> \ OTHERWISE <br /> \ I I 5. ALL SIGNS ARE 48"X48"BLACK ON 0 <br /> FLUORESCENT ORANGE UNLESS �n <br /> s��F OTHERWISE NOTED <br /> Fodyo \ I I 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> \ i7 ANYONE DIRECTION FOR MORE THAN 5 <br /> MINUTES FORESITE <br /> \ I 7. IF NEED PEDESTRIAN WILL BE ll_ <br /> \ I I ACCOMMODATED THROUGH THE WORK Pcwuuo,nHc _I an.r <br /> ZONE <br /> swe.,ao I l�wnb°1� <br /> •\ 8. WORKAREATO INCLUDE STAGING AREA <br /> G20-2a \ QQ DATE: 02/22/2019 <br /> \ 00 <br /> � ENGINEER: F.Colon <br /> DRAWN BY: S.Dickson <br /> REVISIONS <br /> \ DATE DESCRIPTION INITIAL <br /> \ <br /> BUFFER DATA CHANNELIZATIONDEVICE SHOULDER WORK ALONG GLENWOOD AVE SPACING(feet) EXCEPT AS MAYWING BE OTHERWISE TIPROVIDED SHALL CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT BFIR EINGI SUED`E OF MacomT CONFIDENCE <br /> AND <br /> SHALL <br /> NOT <br /> 35/40 30 60 BEING REPRODUCED <br /> IN STRICT ORN USENCE R ANY <br /> NOT e <br /> REPRODUCED, COPIED, OR USED FOR ANV PURPOSE <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65F7�0. 25130 20 40 WITHOUT SPECIFIC WRITTEN PERMISSIONLENGTH(feet) 155 200 250 305 360 425 495 570 645 SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) HORIZONTAL: N/A <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' <br /> 9,900 TO 22,000 Ibs. 22,000 Ibs. SHOULDER Posted Speed (mph) <br /> mp Il) VERTICAL: N/A <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p <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 /> too' 123' 172' 74' 100' 150, URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> g' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE SHEET: E-04 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10' 40 60 90 90 <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 />