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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.6ROWIEVT0212 <br /> EVERETT <br /> ,TIT,—TI- <br /> EVERETT,WA <br /> NGENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. z <br /> Legend PROGRESSIVE WORK IS SPECIFIED O <br /> BY MATCH LINE CONTINUATION ~ <br /> U <br /> `Barrel ON SHEET p <br /> Utility Truck 2. ALL DRIVEWAY ACCESS SHALL o <br /> W21-7 I G20-2a N ~ WorkArea REMAIN OPEN DURING WORK Z 0 <br /> Ld F— ACTIVITY O <br /> Ld <br /> ROAD WORK CD U 3 w 3. SEPARATION DEVICES WILL BE � Oz <br /> N 14- U-) Q = � ADJUSTED TO MAINTAIN ACCESS z z Q <br /> DO TO BUSINESS AND RESIDENTIAL ¢ U <br /> 0 Ld PROPERTIES DURING WORK w a <br /> o 0 ACTIVITY p <br /> n 4. ALL WORK TO BE PERFORMED U) <br /> Tn °°„ I W21-7 DURING DAYTIME HOURS,UNLESS 7) <br /> _ TRAFFIC VOLUMES OR O <br /> z PEDESTRIAN TRAFFIC WILL BE TILITY <br /> MUNICIPALITY DICTATE <br /> ACCOMODATED AT IMPACTED „moo <br /> C/) �- I SIDEWALK OBSTRUCTION BY MAINTAIN A MINIMUM OF 10 FT OTHERWISE <br /> CONTRACTOR BETWEEN CENTERLINE AND BARRELS 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> _ <br /> G20-2a THROUGHOUT WORKACTIVITY OTHERWISE <br /> UNLESS I LU3 X OTHERWI FLUORESCENT SE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE DLsrt.GrouPlm ��9—C� <br /> THAN 5 MINUTES 3000EC—Chavez St. oI134.88J.fi0fi4 <br /> I • S.,400 f1334.88].6024 <br /> — —• • • • • 7. IF NEED PEDESTRIAN WILL BE A.t;�. ,a,o2 <br /> r��• r ACCOMMODATED THROUGH THE <br /> WORK ZONE <br /> 5THAVEW — — — — — — — — — — 8. WORK AREA TO INCLUDE STAGING <br /> e y SPEED LIMIT 25 MPH AREA <br /> UT <br /> DATE: 04/25/2019 <br /> ENGINEER: F.Colon <br /> DRAWN BY: S.Dickson <br /> REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 5T H AVE W <br /> SPACING(feet) ExCEPT AS MAY EE OTHERWISE PRCVIOED SY CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT PROPERTYOF MCI COMMUNICATIONS SERVICES.INC..FTH <br /> 35/4U 3U 6U BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT R <br /> SPEED MPH 25 30 35 40 45 50 55 60 65F7�O REPRODUCED, COPIED, OR USED FOR ANY PURPOS( ) 25/30 2U 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) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS ARTERIALS 35/40 MPH 350' SHOULDER Posted Speed /m h\ <br /> 00 <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 2 '+/-(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. 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 8' <br />