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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 /> EVERETT,WA <br /> ELn G20-2a N <br /> W21-7 � <br /> GENERAL NOTES: <br /> U 1. EACH SHEET REPRESENTS A <br /> Q w COMPLETE WORK EFFORT. O <br /> z g Legend PROGRESSIVE WORK IS SPECIFIED <br /> Z Barrel BY MATCH LINE CONTINUATION <br /> LL ON SHEETOf I_ m Utility Truck z <br /> oa _ Y 2. ALL DRIVEWAY ACCESS SHALL � p <br /> o Work Area REMAIN OPEN DURING WORK Z a 0O <br /> ACTIVITY C) a <br /> We1-7 3. SEPARATION DEVICES WILL BE <br /> G20-2a + t ADJUSTED TO MAINTAIN ACCESS Z z w <br /> ,Imnr TO BUSINESS AND RESIDENTIAL J a CD <br /> BARRELS SPACING WILL BE ADJUSTED TO +" 0- <br /> PROPERTIES DURING WORK a <br /> ALLOW ACCESS TO DRIVEWAYS& ACTIVITY LU <br /> PARKING LOTS DURING WORK ACTIVITY <br /> 4. ALL WORK TO BE PERFORMED U) <br /> i' • �L13—�~- X- DURING DAYTIME HOURS,UNLESS <br /> !!! _ TRAFFIC VOLUMES OR 0 <br /> MUNICIPALITY DICTATE <br /> OTHERWISE <br /> •�• <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> BEVERLY LN _ _ _ BEVERLY LN OTHERWISE NOTED FORESITE <br /> — — — — — — — SPEED LIMIT25MPH y — — — — — — 6. TRAFFIC SHALL NOT BE STOPPED IN ll I, <br /> SPEED LIMIT 25MPH ANYONE DIRECTION FOR MORE I <br /> Fa•Juc,o.q,c .I+..+..1P.c..., <br /> • •:_:..._�==-.N_ THAN 5 MINUTES <br /> 7. IF NEED PEDESTRIAN WILL BE <br /> ACCOMMODATED THROUGH THE <br /> PEDESTRIAN TRAFFIC WILL BE WORK ZONE <br /> ACCOMODATED AT IMPACTED <br /> SIDEWALK OBSTRUCTION BY 8. WORK AREA TO INCLUDE STAGING <br /> CONTRACTOR I AREA <br /> LL <br /> I <br /> _ II DATE: 02/21/2019 <br /> `�.1 <br /> �� ENGINEER: F.Colon <br /> G20 2a <br /> ,"s,"e DRAWN BY: S.Dickson <br /> REVISIONS <br /> W21-7 <br /> DATE DESCRIPTION INITIAL <br /> WILLOW RD <br /> BUFFER DATA CHANNEL DEVICE SHOULDER WORK ALONG BEVERLY 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 BE OF CI 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 /> - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 90 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R NTERSECTIONS AND DRIVEWAYS. 10' 40 60 90 90 SHEET: E-os <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 />