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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 /> EVE ITT— N <br /> EVERETT,WA <br /> = Gro za GENERAL NOTES: <br /> / e"o 1. EACH SHEET REPRESENTS A <br /> U) fxoaoworslc <br /> � Legend COMPLETE WORK EFFORT. zO <br /> PROGRESSIVE WORK IS SPECIFIED <br /> Barrel BY MATCH LINE CONTINUATION U <br /> to ON SHEET p <br /> Utility Truck IY Z <br /> ' - 2. ALL DRIVEWAY ACCESS SHALL I- o <br /> Work Area REMAIN OPEN DURING WORK Z - o <br /> ACTIVITY O 0 <br /> —+� 3. SEPARATION DEVICES WILL BE Oz <br /> ' ADJUSTED TO MAINTAIN ACCESS z z U) <br /> IN TO BUSINESS AND RESIDENTIAL < ¢ U <br /> PROPERTIES DURING WORK CIO 0- or <br /> • ACTIVITY p <br /> 4. ALL WORK TO BE PERFORMED <br /> DURING DAYTIME HOURS,UNLESS <br /> TRAFFIC VOLUMES OR O <br /> MAINTAINAMINIMUM OF 10 FT MUNICIPALITY DICTATE <br /> OTHERWISE <br /> BETWEEN CENTERLINE AND BARRELS 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> • THROUGHOUT WORK ACTIVITY FLUORESCENT ORANGE UNLESS <br /> - - - - � _ _ � - - - - FORESITE <br /> OTHERWISE NOTED <br /> I 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE <br /> THAN 5 MINUTES '"` .Iw <br /> 3000 E C-Ch-,5t. 01 134.88J.fi0fi4 <br /> • 7. IF NEED PEDESTRIAN WILL BE q�.,l 78202 1334.88].6024 <br /> DEAD END • 5TH AVE W ACCOMMODATED THROUGH THE <br /> • • <br /> WORK ZONE <br /> — _ • • 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> ALL BARREL SPACING WILL BE ADJUSTED TO G20-2a I • w <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& • <br /> W21_7 PARKING LOTS DURING WORK ACTIVITY <br /> X I DATE: 04/25/2019 <br /> ENGINEER: F.Colon <br /> tl DRAWN BY: S.Dickson <br /> Em <br /> REVISIONS <br /> I111EM <br /> DATE DESCRIPTION INITIAL <br /> W21-7 <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 5TH AVE W <br /> SPACING(feet) ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> THESE URAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT PROPERTY OF MCI COMMUNICATIONS SERVICES.INC..Bor <br /> 35/40 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT R <br /> SPEED MPH 25 30 35 40 45 50 55 60 65 70 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25/30 20 40 wrtrlour 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&RBANURBA ARTERIALARTERIAS <br /> 35/30 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,,URSINESS ERIALS, 25/30MPH 200'+/-(2) WIDTH p ` 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 - - - - -(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 <br /> SHEET: E-06 <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 />