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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1807BD IN 1.6ROWIEVT0956 <br /> EVERETT <br /> BACKHAUL <br /> EVERETT,WA <br /> GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A z <br /> Legend COMPLETE WORK EFFORT. z of <br /> PROGRESSIVE WORK IS SPECIFIED O O <br /> — •Barrel _ BY MATCH LINE CONTINUATION U co <br /> Utility Truck ON SHEET <br /> Work Area 2. ALL DRIVEWAY ACCESS SHALL Cn o 0 <br /> f REMAIN OPEN DURING WORK z a <br /> C ACTIVITY O w <br /> w — ------- 3. SEPARATION DEVICES WILL BE <br /> LU ADJUSTED TO MAINTAIN ACCESS Z z Q <br /> TO BUSINESS AND RESIDENTIAL < ¢ O <br /> zz PROPERTIES DURING WORK a or z <br /> ACTIVITY wp a <br /> w 4. ALL WORK TO BE PERFORMED U) <br /> I DURING DAYTIME HOURS,UNLESS 7) w <br /> TRAFFIC VOLUMES OR O of <br /> p —' q Z L,J MUNICIPALITY DICTATE ■ ■ w <br /> Z <br /> U ALL BARREL SPACING WILL BE ADJUSTED TO OTHERWISE ■ <br /> FOj p (+) > LJ ALLOW ACCESS TO IMPACTED DRIVEWAYS& 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> 0 > PARKING LOTS DURING WORKACTIVITY FLUORESCENT ORANGE UNLESS <br /> z Q W OTHERWISE NOTED <br /> J 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE <br /> F ANYONE DIRECTION FOR MORE group <br /> Q 1 <br /> THAN 5 MINUTES Foy°sih GmuP,Iz wl .ry-In<.nx <br /> i 3000 EC°s°r Chavez St o133088).fi0fi4 <br /> f 7. IF NEED PEDESTRIAN WILL BE 5atti'00 n <br /> Aust n,TX J8J03 <br /> — — — — r S 3RD AVE ; — ACCOMMODATED THROUGH THE <br /> SPEED LIMIT WORKZONE <br /> MPH I WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> _ — AREA <br /> S 3RD AVE — <br /> _ SPEED LIMIT 30 MPH _ (7 <br /> �► r <br /> z <br /> m <br /> T F- C)W U <br /> o 011-- gZ z <br /> F— IIZj Ld <br /> F— LiC7 ('M ; Ld z <br /> DATE: 04/12/2019 <br /> LJ W� j MO ('M > w Q m ENGINEER: F.Co lon <br /> qWI ojQLLJ m M � � L L DRAWN BY: S.Dickson <br /> F— g Z W M ; REVISIONS <br /> RI =) /Qy �J Qf I END I a L1J = DATE DESCRIPTION INITIAL <br /> I—] ` / ROADWORK W21-7 m <br /> Q L> I G20-2a I I <br /> m <br /> I o <br /> N <br /> BUFFER DATA CHANN I DEVICE SHOULDER WORK ALONG S 3RD AVE SPACING(feet) <br /> et) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THE BE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35/40 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 3$ 40 45 50 55 60 T REPRODUCED, COPIED, OR USED FOR ANY PURPOS( ) 25/30 20 40 WITHOUT SPECIFIC WRITTEN PER MISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SIGN SPACING (1) MINIMUM SHOULDER TAPER LENGTH = L 3 (feet) <br /> HOSTVEHICLEWEIGHT HOST VEHICLE WEIGHT / HORIZONTAL: N/A <br /> 9,900 TO 22.000 Ibs. >22,0001bs. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' SHOULDER Posted Speed /m h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25130 MPH 200'+/-(2) WIDTH P (mph) <br /> P / VERTICAL: N/A <br /> G 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 /> 40 40 <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 60 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 00' 40 so 90 90 SHEET: E-03 <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 6' <br />