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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 /> \ \� N EVERETT,WA <br /> GENERAL NOTES: <br /> \ \ 1. EACH SHEET REPRESENTS A <br /> Legend COMPLETE WORK EFFORT. z <br /> \ PROGRESSIVE WORK IS SPECIFIED O <br /> \ \ \ Barrel 1-- <br /> BY MATCH LINE CONTINUATION <br /> \ Utility Truck ON SHEET <br /> \ \ \ G20 2a Z <br /> ero Work Area 2. ALL DRIVEWAY ACCESS SHALL � I, <br /> \ \ \ ao�ourowc REMAIN OPEN DURING WORK Cn <br /> Z a } <br /> \ \ \ ACTIVITY O ~ <br /> \ \ \ W 3. SEPARATION DEVICES WILL BE W <br /> \ \ \ \ � 1-- W— ADJUSTED TO MAINTAIN ACCESS z z F <br /> CD � z 0 TO BUSINESS AND RESIDENTIAL Q z <br /> W W W W21-7 PROPERTIES DURING WORK d Lu <br /> < 3 ACTIVITY W a <br /> Q 0 <br /> LLJ 4. ALL WORK TO BE PERFORMED <br /> DURING DAYTIME HOURS,UNLESS <br /> G20-2a TRAFFIC® \ \ ~ \ MUNICIPALITY OLU DICTATE MES OR O\ _ <br /> OTHERWISE <br /> W21-7 �100 FT MIN�� <br /> — — — — — — — — — 5. ALL SIGNS ARE BLACK ON <br /> 100 FT MIN FLUORESCENT ORANGE UNLESS <br /> OTHERf OTED <br /> 6. TTRAFFICUSHAISE LILL NOT BE STOPPED IN FORESITE <br /> 4TH AVE W ANYONE DIRECTION FOR MORE <br /> SPEED LIMIT30MPH THAN 5 MINUTES <br /> I Foresih Group,Iz wlw .fg-inc.r,et <br /> 1 3000 E Cesar Chavez St. 01 33-7-4 <br /> 7. IF NEED PEDESTRIAN WILL BE q.,l 76702 f133-7.6024 <br /> ACCOMMODATED THROUGH THE <br /> 100 FT MIN WORK ZONE <br /> — — — — — 8. WORK AREA TO INCLUDE STAGING <br /> e AREA <br /> wOk1C <br /> uj PEDESTRIAN TRAFFIC WILL BE \�\~ \ G20-2a <br /> F- ACCOMODATED AT IMPACTEDLU <br /> \ \ \ <br /> LU SIDEWALK <br /> OBSTRUCTION BY /Op \ \ \ \ \ PROPOSED AREIAL FIBER <br /> LU CONTRACTOR <br /> N \ \ SAFFo <br /> \LU <br /> Z \ \ \ DATE: 06/18/2019 <br /> z \ \ \ \ \ \ ENGINEER: F.Colon <br /> O G20-2a \ \ <br /> \ \ DRAWN BY: S.Dickson <br /> \ \ \ \ \ REVISIONS <br /> \l \ \ DATE DESCRIPTION INITIAL <br /> Z I \ \ \ <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 4TH AVE <br /> SPACING(feet) ExCEPT AS MAv BE OTHERWISE IRovIDED By CDNTRACT <br /> LONGITUDINAL BUFFER SPACE — B MPH TAPER TANGENT THESEORAwINOS A OMMUNICATIOD SPECIFIC IONSSNICE REMAIN TR <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES.INC T C <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 PURaos <br /> SPEED(MPH) 25/30 2O 4O 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 HOSTVEHICLE WEIGHT / HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. RURAL ROADS 35/40 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,,URBAN ARTERIALS, 25 30 200'+/-(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 so 90 90 SHEET: E-02 <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> NO SPECIFIED DISTANCE REQUIRED = <br /> ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' <br />