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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 /> 5828 GLENWOOD AVE <br /> Legend EVERETT,WA <br /> Barrel <br /> N W <br /> IT <br /> ��, Utility Truck GENERAL NOTES: <br /> m Work Area 1. EACH SHEET REPRESENTS A <br /> A COMPLETE WORK EFFORT. Z <br /> WZt G20-2a W21 N r PROGRESSIVE WORK IS SPECIFIED <br /> unm s IZ G20-2a BY MATCH LINE CONTINUATION U <br /> voacAim& v <br /> ,wu• � ON SHEET <br /> 2. ALL DRIVEWAY ACCESS SHALL Z <br /> 0 <br /> T or WORK CONTINUED TO E05 REMAIN OPEN DURING WORK Z a 0p <br /> i <br /> W21-7 ACTIVITY OU a O <br /> MATCHLINE: 3. SEPARATION DEVICES WILL BE <br /> It T <br /> o c o ADJUSTED TO MAINTAIN ACCESS Z z w <br /> c oo TO BUSINESS AND RESIDENTIAL a (D <br /> PROPOSED AERIAL FIBER 1 Ir <br /> PROPERTIES DURING WORK w w <br /> r BARRELS SPACING WILL BE ADJUSTED TO Z Z �_ ACTIVITY p a <br /> ALLOW ACCESS TO DRIVEWAYS 8 PEDESTRIAN TRAFFIC WILL BE L 4. ALL WORK TO BE PERFORMED rn <br /> PARKING LOTS DURING WORK ACTIVITY o ACCOMODATED AT IMPACTED I <br /> * SIDEWALK OBSTRUCTION BY I DURING DAYTIME HOURS,UNLESS — 0 <br /> • :A CONTRACTOR TRAFFIC VOLUMES OR ■ O <br /> o r�• � MUNICIPALITY DICTATE •■• <br /> OTHERWISE <br /> • . _ ��� 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> _ _ + X--� FLUORESCENT ORANGE UNLESS <br /> 1, . • ! —i OTHERWISE NOTED FORESITE_• it ` • o 1 • • s 1 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> r <br /> f ® ANYONE DIRECTION FOR MORE `� II ' <br /> } MADISON ST 7, NEED E D I NUTES <br /> IFD STRIAN WILL BE <br /> — MADISON ST � SPEED D LIMIT 35 MPH <br /> SPEED LIMIT35MPH y ACCOMMODATED THROUGH THE <br /> -4w WORK ZONE <br /> 8. WORK AREA TO I NCLU DE STAG I N G <br /> AREA <br /> 216 <br /> MADIS❑N ® 306 <br /> 214 STREET MADIS❑N <br /> O MADIS❑N EVERETT �� T STREET <br /> MADISON STREET gl 8 I EVERETT <br /> � ��W DATE: 02/21/2019 <br /> EVERETT <br /> STREET ,=I m E ENGINEER: F.Colon <br /> EVERETT Z ° ; I DRAWN BY: S.Dickson <br /> � r <br /> W21-7 N I{ REVISIONS <br /> r <br /> - - = Z T <br /> G20-2a DATE DESCRIPTION INITIAL <br /> ROAOWOgR <br /> or <br /> I <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 PERTY35140 30 60 BEING S UEO NCISTRCCOMT^CONFIDENCE AND SHALLUNICATIONS SERVICES, CNOT B <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 T022,000 Ibs. >22,000 Ibs. SHOULDER Posted Speed (mph) <br /> RURAL ROADS,,URSINESSBAN DISTRIRIALSCTS <br /> 25/30MPH 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 /> 3' 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 so SHEET: E-04 <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 S' <br />