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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801 AVAO.6 ROWI PVT 0212 <br /> EVERETT <br /> PROIECT LOCATION <br /> NEVERETT,WA <br /> GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> Legend / COMPLETE WORK EFFORT. zz <br /> PROGRESSIVE WORK IS SPECIFIED LD <br /> •Barrel BY MATCH LINE CONTINUATION U <br /> e Utility Truck ON SHEET D <br /> Work Area 2. ALL DRIVEWAY ACCESS SHALL D o <br /> REMAIN OPEN DURING WORK Z a 0 <br /> ACTIVITY O <br /> Wu-7 I 3. SEPARATION DEVICES WILL BE Uz <br /> ADJUSTED TO MAINTAIN ACCESS z z Q <br /> ® / TO BUSINESS AND RESIDENTIAL IO 0- ¢ U <br /> PROPERTIES DURING WORK w a <br /> ACTIVITY p <br /> / 4. ALL WORK TO BE PERFORMED U) <br /> DURING DAYTIME HOURS,UNLESS <br /> ALL BARREL SPACING WILL BE ADJUSTED TO I TRAFFIC VOLUMES OR O <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& MUNICIPALITY DICTATE <br /> MAINTAIN A MINIMUM OF 10 FT PARKING LOTS DURING WORK ACTIVITY <br /> BETWEEN CENTERLINE AND BARRELS OTHERWISE <br /> G20-2a THROUGHOUT WORK ACTIVITY I 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> END <br /> �� • OTHERWISE NOTED FORESITE <br /> � — 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> — <br /> — ANYONE DIRECTION FOR MORE group <br /> THAN 5 MINUTES `=ft1G11P,'m .�I'Mn�-'M"" <br /> • • 3000 E Cesar Chavez St o133-7— <br /> • • • • • / 7. IF NEED PEDESTRIAN WILL BE A u�',00rn 78— f133488-24 <br /> / ACCOMMODATED THROUGH THE <br /> 5TH AVE W _ _ _ _ WORK ZONE <br /> SPEED LIMIT 25 MPH y 8. WORK AREA TO INCLU DE STAG ING <br /> - - - - - - - - - - - - - - - - -- - - - - - - � - - - — - - - - - - AREA <br /> PEDESTRIAN TRAFFIC WILL BE <br /> ACCOMODATED AT IMPACTED <br /> SIDEWALK OBSTRUCTION BY <br /> CONTRACTOR <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 5TH AVE W <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TANGENT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35/40 3O 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 45 50 $$ 60 65 7O REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 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 3 (feet) <br /> HOST VEHICLE WEIGHT HOSTVEHICLEWEIGHT / \ HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS&RBAN ARTERIALS <br /> 35/30 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,,URSINESS ERIALS, 25/30MPH 200'+/-(2) WIDTH p ` p / VERTICAL: NIA <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 - - - - -(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 SHEET: E-01 <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 />