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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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Last modified
1/21/2020 11:19:57 AM
Creation date
6/18/2019 1:36:16 PM
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Address Document
Street Name
AIRPORT RD
Street Number
11831
Tenant Name
WHOLE SITE FILE
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i <br /> CHANNELIZATION DEVICE <br /> SIGN SPACING=X(1) MINIMUM TAPER LENGTH=L(feet) SPACING(feet) • BUFFER DATA <br /> RURAL ROADS ' 45/55 MPH 500'± MPH TAPER TANGENT <br /> RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± LANE Posted Speed(mph) 50 40 80 LONGITUDINAL BUFFER SPACE=B <br /> WIDTH <br /> RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'±(2) (feel) 25 30 35 40 45 50 55 60 65 70 35/45 30 60 SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> RESIDENTAL&BUSINESS DISTRICTS10 105 150 205 270 450 500 - - - - 25!30 20 40 LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <br /> URBAN STREETS 25 MPH OR LESS 100'5(2) . <br /> - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE 11 115 165 225 295 405 550 - - - <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R <br /> RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. 12 125 180 245 320 540 600 - - - - .HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 9.90010 22,000 lbs. >22,000 lbs. • <br /> ROADWAY CONDITIONS. <br /> <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH <br /> 48" <br /> . ROAD 100' 123' 172' 74' 100' 150' <br /> ' WORK PROTECTIVE VEHICLE(WORK VEHICLE)=R <br /> AHEAD NO SPECIFIED DISTANCE REQUIRED <br /> 48" <br /> 48" W20-1 <br /> 24" CENTER LANE <br /> KEEP CLOSED <br /> #OW 30" AHEAD <br /> RIGHT 48' ' <br /> R4-7B W20-5C <br /> DEVICE SPACING 112 B)W <br /> L/2 DISTANCE FOR OPPOSING L/2 X X <br /> TAPER TRAFFIC DEVICES - TAPER I U u <br /> DI DI C1-•aoa <br /> �� a oa a a a a o o a0 t1° aonoaaaoaaaoaaaaoao0 C o a O D �4 <br /> CI o a n n eo o o p_o a 012012 0 l 0 a o o dea _/ <br /> 0 lJ /////// 0 0 I <br /> e00 V u o® LI u /WORK/ 0 <br /> c <br /> na a a a 0 v 0 I /� //; 0 o PCMS#1 PCMS#2 <br /> E' X 1 X X L LMIN. U2 B R LI2 1 2 1 2 <br /> c NNO <br /> RIGHT 1 MILE CENTER LEFT <br /> 48" 48" LANE AHEAD LANE TURNING <br /> ROADCLOSURE CLOSED <br /> 40 <br /> WORK r 2.0 SEC 2.0 SEC 2.D SEC 2.0 SEC <br /> I AHEAD i <br /> 48" 48" FIELD LOCATE IN ADVANCE FIELD LOCATE IN ADVANCE <br /> OF TEMPORARY SIGNS. OF TEMPORARY SIGNS. <br /> 4F <br /> W20-1 W4-2(L) <br /> RIGHT LANE <br /> CLOSED W1-4(L) <br /> AHEAD <br /> 48" <br /> • <br /> W20-5R <br /> LEGEND <br /> KI TEMPORARY SIGN LOCATION NOTES: <br /> O CHANNELIZING DEVICES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. <br /> ND SEQUENTIAL ARROW SIGN 2. RECOMMEND EXTENDING DEVICE TAPER(U3)ACROSS SHOULDER. <br /> ® PROTECTIVE VEHICLE RIGHT LANE CLOSURE WITH SHIFT-5 LANE ROADWAY 3. IN LLIIEU OF POSTED <br /> ISPEED GN WSIGN <br /> OF 30 MPH OR LESS,USE SIGN WI-3 <br /> IPCMSI PORTABLE CHANGEABLE MESSAGE SIGN <br /> 4. ALL SIGNS ARE BLACK ON ORANGE UNSLESS OTHERWISE DESIGNATED. <br /> S TEMPORARY SIGN LOCATION(5'MOUNTING HEIGHT) I NOT TO SCALE <br /> FILE NAME S:1Deslgn R P8 S148tandardsl2-Plan Sheet Lihrery102-PSL Work In PregresslFem/TCI-TC-17 Buffer Data table replacementSTC-10.00n P1St 1 <br /> TIME 12:53:28 PMxa LA <br /> 'TATE FED.AIDPROJ.NO. 4111W PBREF.O <br /> DATE 10/14/2016O WASH TC10 <br /> PLOTTED BY liddelf <br /> DESIGNED BY ree.c/ore <br /> SHEET <br /> ENTERED BY Washington State <br /> CHECKED BY CONTRACT X0. L0.110 NO. Department of Transportation oP <br /> PROJ.ENGRATE 0.,E TRAFFIC CONTROL PLAN WIEEM <br /> REGIONAL ADM. REVISION DATE BY P.E.eTAereOX P.e SUMP BOX <br />
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