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verizonv <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 LOGATiOry <br /> NEVERETT,WA <br /> I I I <br /> GENERAL NOTES: <br /> I n I G20-2a Legend <br /> 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. z <br /> Z 4. ROADNwoRK •Barrel PROGRESSIVE WORK IS SPECIFIED <br /> 0 I , Utility Truck BY MATCH ON SHEET LINE CONTINUATION U <br /> ®Work Area 2. ALL DRIVEWAY ACCESS SHALL � z <br /> o <br /> o REMAIN OPEN DURING WORK Z a 0 <br /> -n ACTIVITY O <br /> 3. SEPARATION DEVICES WILL BE Oz <br /> z ADJUSTED TO MAINTAIN ACCESS z z U) <br /> TO BUSINESS AND RESIDENTIAL < ¢ U <br /> I PROPERTIES DURING WORK co <br /> W Q <br /> ACTIVITY p <br /> G20-2a W21-7 4. ALL WORK TO BE PERFORMED <br /> PROPOSED AR FIBER I I wa-z wzo-s <br /> DURING DAYTIME HOURS,UNLESS <br /> TRAFFIC VOLUMES OR O <br /> I MUNICIPALITY DICTATE <br /> ,p OTHERWISE <br /> U3 X X X 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> 100FTMIN <br /> — — <br /> FLUORESCENT ORANGE UNLESS <br /> D OTHERWISE NOTED FORESITE <br /> • � . • � 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE group <br /> _ _ _ THAN 5 MINUTES `=ft Gro°P,'"` <br /> f 5TH AVE W 3000EC—cn—St o133-7— <br /> SPEEDLIMIT25MPH 7. IF NEED PEDESTRIAN WILL BE <br /> Fust�7870x f 133488-24 <br /> ~ ACCOMMODATED THROUGH THE <br /> _ — — — WORKZONE <br /> — -- — — — — — — — — — — -- 8. WORKAREATOINCLUDESTAGING <br /> AREA <br /> � I� ttlt � <br /> I I <br /> I I � <br /> 1 DATE: 04/25/2019 <br /> ENGINEER: F.Colon <br /> F— DRAWN BY: S.Dickson <br /> F-- ID ID Q W REVISIONS <br /> W121�O W DATE DESCRIPTION INITIAL <br /> ` i 3a � > <br /> I U W <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 5TH AVE W <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER 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 ZS 30 35 40 45 50 $$ 60 65 7O REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25/10 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 HOST VEHICLE WEIGHT HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH H��> p <br /> ` 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 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 4. <br /> so 90 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 />