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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.14ROWIEVT1824 <br /> \ \ - EVERETT <br /> - - - - - - -- - MATCHLINE:TCP CONTINUED FROM SHEET E-03 <br /> � \ EVERETT,WA <br /> \ \ GENERAL NOTES: <br /> • \ \ \ \ Legend 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. z <br /> \ \ Barrel PROGRESSIVE WORK IS SPECIFIED LD <br /> \ BY MATCH LINE CONTINUATION U <br /> Utility Truck ON SHEET <br /> • \ \ \ \ \ ®Work Area 2. ALL DRIVEWAY ACCESS SHALL � o <br /> \ \ REMAIN OPEN DURING WORK z a } <br /> W \ \ \ \. ACTIVITY O ~ <br /> W \ \ \ \ \ z 3. SEPARATION DEVICES WILL BE < w <br /> M � >- W \ \ \ \ \ W 1-- ADJUSTED TO MAINTAIN ACCESS z ? H <br /> L7 Q ' \ \ \ W TO BUSINESS AND RESIDENTIAL ¢ z <br /> O� W 3 \ \ \ \ \ � >- LJ PROPERTIES DURING WORK w a <br /> > W \ \ CD UD Q � ACTIVITY Lu <br /> \ \ 01 3 L'I 4. ALL WORK TO BE PERFORMED uJ <br /> W \. \ FVF \ \ W > DURING DAYTIME HOURS,UNLESS � <br /> > W TRAFFIC VOLUMES OR O <br /> PEDESTRIAN TRAFFIC WILL BE \ \�o<cy7�Fiy \ \ W MUNICIPALITY DICTATE <br /> ACCOMODATEDATIMPACTED OTHERWISE <br /> SIDEWALK OBSTRUCTION BY N <br /> CONTRACTOR \• \ \ \ 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> \ \ \� \ FLUORESCENT ORANGE UNLESS <br /> \ \ \ \ \ OTHERWISE NOTED FORESITE <br /> \ \ \ \ 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> \ \ \ \ \ ANYONE DIRECTION FOR MORE � I)n <br /> \ \ THAN 5 MINUTES °'•'n•�ro°P,'"` -l .re-' <br /> 3000ECesar C�avex 5[. 01134.887.fi0fi4 <br /> Buiw 400 1I 114.887.6024 <br /> W H Z \ \ \ \ \ 7. IF NEED PEDESTRIAN WILL BE A—.,Ta 78702 <br /> CD LL1 \ \ \ ACCOMMODATED THROUGH THE <br /> W � W ~ \ <br /> � CK Q � CD � >- W �, t \ \ \ \ \ WORK ZONE <br /> � W CD t_7 Q � \ 8. WORK AREA TO INCLUDE STAGING <br /> O� ; 3 W 0� ; 3 W \ \ \ \ AREA <br /> W W \ \ \ \ \ <br /> ALL BARREL SPACING WILL BE ADJUSTED TO . \ <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& \•\ <br /> PARKING LOTS DURING WORK ACTIVITY \ \ <br /> • \ \ DATE: 06/18/2019 <br /> \ \ \ ENGINEER: F.Colon <br /> \ DRAWN BY: S.Dickson <br /> \ REVISIONS <br /> \ \ DATE DESCRIPTION INITIAL <br /> G20-2a <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG EVERGREEN WAY <br /> SPACING(feet) ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE — B MPH TAPER TANGENT FIR PEDRAWINOS AND COMMUNICATIONS NS <br /> THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES.INC..BOT <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 PURPOS <br /> SPEED(MPH) 25130 20 40 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 6. 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 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 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 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 8' <br />