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verizon,/ <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0898 <br /> EVERETT <br /> TEE/BRACE _ 58 <br /> V28GLENWOODAVE <br /> urlutr R \ E R E T T EVERETT,WA <br /> vaaK \ \\ <br /> Nleu � <br /> + �\ Legend GENERAL NOTES: <br /> wet-7 <br /> 9 ^ 1. EACH SHEET REPRESENTS A V <br /> 0 Barrel COMPLETE WORK EFFORT. ZO <br /> GATEWAY N PROGRESSIVE WORK IS SPECIFIED � <br /> \ TERRACE Utility Truck BY MATCH LINE CONTINUATION <br /> `\ E.rERETT ;Work Area ON SHEET Z <br /> 6626 \ 2. ALL DRIVEWAY ACCESS SHALL 0 <br /> \ GATEWAY `1 REMAIN OPEN DURING WORK Z Q <br /> ACTIVITY O O <br /> \ TERRACE ~` 3. SEPARATION DEVICES WILL BE U <br /> EVERETT ADJUSTED TO MAINTAIN ACCESS Q ? w <br /> TO BUSINESS AND RESIDENTIAL a (D <br /> PROPERTIES DURING WORK w co <br /> \ ACTIVITY p <br /> \ \ G1-6 4 ALL ERFORMED V) <br /> DUR NOG DAYTIMERK TO BE HOURS,O RS,UNLESS <br /> 6 F E D/A Y TRAFFIC VOLUMES OR O <br /> PEDESTRIAN TRAFFIC WILL BE I L r PF N!F MUNICIPALITY DICTATE • • <br /> ACCOMODATED AT IMPACTED I OTHERWISE <br /> SIDEWALK OBSTRUCTION BY �. 't T 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> CONTRACTOR FLUORESCENT ORANGE UNLESS <br /> OTHERISE 6. RAF FC SHAILLOTED NOT BE STOPPED IN FORESITE <br /> l' J1=i <br /> ANYONE DIRECTION FOR MORE <br /> THAN 5MINUTES <br /> \ a 7. IF NEED PEDESTRIAN WILL BE A w a nm <br /> ACCOMMODATED THROUGH THE <br /> 5'I�IhI`�C�'J WORKZONE <br /> STREET 8. WORK AREA TO INCLUDE STAGING <br /> EVE:PETT AREA <br /> BARRELS SPACING WILL BE ADJUSTED TO <br /> ALLOW ACCESS TO DRIVEWAYS& �o��F <br /> PARKING LOTS DURING WORK ACTIVITY <br /> \ \ DATE: 02/21/2019 <br /> ENGINEER: F.Colon <br /> \ \ DRAWN BY: S.Dickson <br /> 3U \ \ REVISIONS <br /> GLENW❑❑D <br /> - DATE DESCRIPTION INITIAL <br /> AVENUE \ \ <br /> EVERETT \ \ <br /> G20.2a <br /> BUFFER DATA CHANNEL DEVICE <br /> SPACINGCING(feet) SHOULDER WORK ALONG G L E N W O O D AVE ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PR PERTYTT <br /> 35140 30 60 BEING S UEO NCISTRCCOMT^CONFIDENCE AND SHALLUNICATIONS SERVICES, CNO TB <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25130 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SCALE <br /> SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3so• HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. SHOULDER Posted Speed (mp /h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25 30 MPH 200'+/-(2) WIDTH 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 /> - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 3' 40 40 60 1 90 - <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R NTERSECTIONS AND DRIVEWAYS. 10, 40 so so 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 />