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420 85TH PL SW 2024-11-08
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420 85TH PL SW 2024-11-08
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Last modified
10/18/2024 11:05:07 AM
Creation date
10/7/2024 11:25:06 AM
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Address Document
Street Name
85TH PL SW
Street Number
420
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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.6ROWIEVT0212 <br /> EVERETT <br /> ,TIT,—STI- <br /> / EVERETT,WA <br /> NGENERAL NOTES: <br /> / 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. zz <br /> / Legend PROGRESSIVE WORK IS SPECIFIED 1-LD <br /> - <br /> •Barrel BY MATCH LINE CONTINUATION (, <br /> ON SHEET <br /> Utility Truck 2. ALL DRIVEWAY ACCESS SHALL � z <br /> CD 'Z LIJ I j ®Work Area REMAIN OPEN DURING WORK Z o Q <br /> 0i Pal > � ACTIVITY O <br /> COO W 3. SEPARATION DEVICES WILL BE Oz <br /> U q > / ADJUSTED TO MAINTAIN ACCESS z z Q <br /> LL1 PEDESTRIAN TRAFFIC WILL BE wz1-7 TO BUSINESS AND RESIDENTIAL ¢ U <br /> ACCOMODATEDAT IMPACTED PROPERTIES DURING WORK 0- <br /> w <br /> W21-7 SIDEWALK OBSTRUCTION BY G20-2a ° ACTIVITY Lu <br /> CONTRACTOR <br /> 4. ALL WORK TO BE PERFORMED <br /> DURING DAYTIME HOURS,UNLESS <br /> I 1 kKa6�t✓ F—L/3 X TRAFFIC VOLUMES OR O <br /> — —_ MUNICIPALITY DICTATE <br /> OTHERWISE <br /> _ 5TH AVE W _ _ ~ 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> SPEED LIMIT 25 MPH FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED 6. FORESITE <br /> TRAFFIC SHALL NOT BE STOPPED IN <br /> OOP i . . . ANYONE DIRECTION FOR MORE ��"I!17 <br /> _ for�sit�G—p,lne w w fg-inc.rec <br /> ' . THAN 5 MINUTES 3000EC—Ch—,St. 01134.88).fi0fi4 <br /> Suiw 4(q f1,14.88].6024 <br /> 2 7. IF NEED PEDESTRIAN WILL BE Aurtln,-8702 <br /> MAINTAIN A MINIMUM OF 10 FT ACCOMMODATED THROUGH THE <br /> BETWEEN CENTERLINE AND BARRELS <br /> THROUGHOUT WORKACTIVITY G20-2a WORKZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> l -n <br /> Iz LD •• Iw <br /> o � I <br /> / @ G20-2a U) .---- <br /> (/> <br /> W21-7 DATE: 04/25/2019 <br /> � <br /> / x ENGINEER: F.Colon <br /> DRAWN BY: S.Dickson <br /> REVISIONS <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 TH <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT PRoPFRrY OF MCI COMMUNICATIONS SERVICES.INC..-T <br /> 35/40 3U 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 PUP— <br /> ( ) 25/30 20 40 wlrrlour 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 HOSTVEHICLEWEIGHT / \ HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,0001bs. RURAL ROADS&RBANURBA ARTERIALARTERIAS <br /> 35/30 MPH 350' SHOULDER Posted Speed (rn 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-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 />
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