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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1703MNTR.005ROWIEVT0936 <br /> I / / / EVERETT <br /> 4634 , AVE <br /> EVERETT, <br /> ALDER EVERETTT,WA <br /> AVENUE <br /> EVERETT I / / N GENERAL NOTES: <br /> SENTS A <br /> 4630 <br /> 4633 1 COMPLETE WORK EACH SHEET EE FORT. Z <br /> SIL V ERTIP PROGRESSIVE WORK IS SPECIFIED O <br /> SILVERTIP / LANE ~ <br /> LANE / Legend BY MATCH LINE CONTINUATION U <br /> ON SHEET <br /> EVERETT / EVERETT Barrel 2. ALL DRIVEWAY ACCESS SHALL 0 <br /> REMAIN OPEN DURING WORK <br /> Utility Truck Z a <br /> W21-7 20-2a --_ ACTIVITY O <br /> W21 7 I END ®Work Area 3. SEPARATION DEVICES WILL BE CJ a CO <br /> G2� <br /> AHLEAU ROADWORK HaK I RonDwoRK ADJUSTED TO MAINTAIN ACCESS Z ? < <br /> WORN EAD TO BUSINESS AND RESIDENTIAL <br /> J Q <br /> / PROPERTIES DURING WORK 0- w <br /> J' I 4634 or CIO/ ACTIVITY 0 a <br /> S I L V E R T I P I 4. ALL WORK TO BE PERFORMED U) <br /> W21-7 DURING DAYTIME HOURS,UNLESS <br /> Z > z LANE g I MAINTAIN A MINIMUM OF 10 FT I TRAFFIC VOLUMES OR O <br /> r I ~ BETWEEN CENTERLINE AND BARRELS <br /> LL m EVERETT LL < o THROUGHOUT WORK ACTIVITY MUNICIPALITY DICTATE <br /> r o I I m o_ X / OTHERWISE <br /> G20-2a o _ • i � 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> OAD WORK I . z I I �I U3 X f FLUORESCENT ORANGE UNLESS <br /> . I z z OTHERWISE NOTED <br /> 1 _ • — — — 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE <br /> / \\ i���l • ANYONE DIRECTION FOR MORE group <br /> �'° • • . • • • THAN 5 MINUTES 3000Ecaarcn ea Wo1334eezeoa <br /> suit.A00 f133488-24 <br /> • • • . . 47TH ST SE �� 7. IF NEED PEDESTRIAN WILL BE Auatln,X78— <br /> ACCOMMODATED THROUGH THE <br /> SPEED LIMIT 30 MPH WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> _ m> <br /> _ p Z— — <br /> z O <br /> - - - - - - > T z i- r_ LL <br /> F f 4704 <br /> m Z �I o f Z o VESPER <br /> u_ Z L_ C< > o I o ' I i <br /> AM& DRIVE \ <br /> o m O ROAD WORK EVERETT \ <br /> END r * G20-2a <br /> 1 I UTILm ROADWORK i Z !WORN I I W21'7 <br /> AHEAD G20-2a \ DATE: 05/28/2019 <br /> G20-2a I W21-7 I ENGINEER: F.Colon <br /> W21-7 <br /> DRAWN BY: S.Dickson <br /> REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 47TH ST <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPADE = B PROPER OF MCI <br /> COMM UNICATIONS SERVICES,INC..BOT <br /> 35/40 30 6O BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 45 50 55 60 65 7U REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 25130 2O 4O WITHODUCED,IFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <br /> 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 35/40 MPH 350' SHOULDER Posted Speed (mph) <br /> RURAL ROADS,,URBANARTERIALS, 25/30MPH 200'+/-(2) WIDTH 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 L�J <br /> - <br /> 70 <br /> 100' 123' 172' 74' 100' 150' URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> *100 _ <br /> - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 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 />