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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 /> CDU +--� �- EVERETT <br /> %6J21-7 5828 NW GLEOOD AVE <br /> R G20-2a W21-7 EVERETT,WA <br /> G20-7a <br /> AB.AD i < N <br /> � I <br /> ERAL NOTES: <br /> IT i 1. EACH SHEET REPRESENTS A <br /> T i COMPLETE WORK EFFORT. z <br /> t !! PROGRESSIVE WORK IS SPECIFIED <br /> V) W IL- Legend Legend BY MATCH LINE CONTINUATION U <br /> - (v l I ON SHEET <br /> L j z Barrel 2. ALL DRIVEWAY ACCESS SHALL o <br /> z z II, Utility Truck REMAIN OPEN DURING WORK Z a 0O <br /> u. I- ACTIVITY 0 <br /> o u- u- Work Area 3. SEPARATION DEVICES WILL BE Cn U z <br /> Q 12 o ADJUSTED TO MAINTAIN ACCESS Z z Lu <br /> TO BUSINESS AND RESIDENTIAL a C9 <br /> • Y PROPERTIES DURING WORK d w <br /> LU W21-7 ACTIVITY p a <br /> ALL BARREL SPACING WILL BE ADJUSTED TO }¢ 4. ALL WORK TO BE PERFORMED <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& DURING DAYTIME HOURS,UNLESS <br /> PARKING LOTS DURING WORK ACTIVITY TRAFFIC VOLUMES OR O <br /> G20-2a a MUNICIPALITY DICTATE •�• <br /> OTHERWISE <br /> ® I L/3—X—•I 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUOTHERWISEO NNOTEDNGE UNLESS <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE <br /> I ANYONE DIRECTION FOR MORE II ' <br /> THAN 5 MINUTES ,.�F<...,<N.w,s, ,I,su•„•,. <br /> BEVERLY LN_ _~ 7. IF NEED PEDESTRIAN WILL BE <br /> SPEED LIMIT 25 MPH <br /> BEVERLY LN _ _ ~ _ _ _ _ ACCOMMODATED THROUGH THE <br /> � SPEED LIMIT 25 MPH WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> PEDESTRIAN TRAFFIC WILL BE <br /> ACCOMODATED AT IMPACTED <br /> LJ q SIDEWALK OBSTRU <br /> 0 Q� I— CONTRACTOR <br /> 0.1 <br /> J Lj I..L ... <br /> LU l m I (1i F7 <br /> LL LL 0 Q > <br /> -1 DATE: 02/21/2019 <br /> '� ❑ <br /> u_ Ia ENGINEER: F.Colon <br /> Lu <br /> Q ) DRAWN BY: S.Dickson <br /> II� m I REVISIONS <br /> d1 DATE DESCRIPTION INITIAL <br /> O ,T W21-7 <br /> G20-2a <br /> BUFFER DATA CHANNEL DEVICE SHOULDER WORK ALONG B EV E R LY L N <br /> SPACINGCING(feet) <br /> et) ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 35140 30 60 BEING ISSUED <br /> DBE OF N ST <br /> RICT UNICATIONS SERVICES, C CONFIDENCE AND SHALLNO NOT <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65F730 <br /> 25130 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 <br /> SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R <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,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 /> 8' 40 1 40 60 1 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R NTERSECTIONS AND DRIVEWAYS. 10, 40 1 60 90 1 90 SHEET: E-09 <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 />