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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 /> PROIECT LOCATION <br /> EVERETT,WA <br /> < N D <br /> c1i GENERAL NOTES: <br /> = 1. EACH SHEET REPRESENTS A <br /> Z COMPLETE WORK EFFORT. z <br /> Legend F9 PROGRESSIVE WORK IS SPECIFIED O <br /> n BY MATCH LINE CONTINUATION ~ <br /> •Barrel 0 U <br /> n ON SHEET D <br /> Utility Truck z 2. ALL DRIVEWAY ACCESS SHALL � o <br /> ®Work Area REMAIN OPEN DURING WORK Z a } <br /> C ACTIVITY O ~ <br /> 0 3. SEPARATION DEVICES WILL BE <br /> p ADJUSTED TO MAINTAIN ACCESS z z Lu <br /> Z TO BUSINESS AND RESIDENTIAL < ¢ z <br /> = PROPERTIES DURING WORK a E <br /> CIO ILL] <br /> i m ACTIVITY p a <br /> % m 4. ALL WORK TO BE PERFORMED H <br /> PEDESTRIAN TRAFFIC WILL BE N DURING DAYTIME HOURS,UNLESS <br /> ACCOMODATED AT IMPACTED TRAFFIC VOLUMES OR FlemO <br /> SIDEWALK OBSTRUCTION BY MUNICIPALITY DICTATE <br /> CONTRACTOR — — — — — — — — — - — — OTHERWISE <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> J __ OTHERWISE NOTED F'ORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> 4TH AVE W ~ ANYONE DIRECTION FOR MORE group <br /> SPEED LIMIT 30 MPH y THAN 5 MINUTES 3=ft1G11P,lm .I.1g-1— <br /> 000ECesarCh-5t o13341J.fi0fi4 <br /> —• • — • —• T • —• w- • — >r • -4• = 7. IF NEED PEDESTRIAN WILL BE n°: 2Bro2 �13..AS b02a <br /> — ' ACCOMMODATED THROUGH THE <br /> WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> ` ITX X— - x L/3- -W <br /> i <br /> Dw a <br /> a„:�o) I CD z 0 W W I- <br /> \/ III LIJ LLJ W CD = I- W I <br /> W21-7 W20-5 W4-2 Q > LLJ Li W <br /> PROPOSEDAREIAL FIBER W < 3 <br /> y0! ALL BARREL SPACING WILL BE ADJUSTED TO ¢ W <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& DATE: 06/18/2019 <br /> PARKING LOTS DURING WORK ACTIVITY <br /> ENGINEER: F.Colon <br /> F- <br /> CD >- LLI F- DRAWN BY: S.Dickson <br /> � <br /> J > � REVISIONS <br /> Q w L\\l.I DATE DESCRIPTION INITIAL <br /> Q / <br /> W <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 4TH AVE <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE - B MPH TAPER TANGENT FIR PEDR OF MC AOMMUNIND ATIO SSERVICEONS SHALL,INC..REMAI THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B <br /> 35/40 30 6O REPRODUCED, <br /> ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 45 50 55 60 65 70 REPRODUCED, COPIED, N USED ON. ANY PURPOSE <br /> SPEED(MPH) 25/30 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-01 <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 />