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�►.� lip <br />i <br />r ROAD <br />WORK <br />AHEAD <br />W20.1 <br />36"X36" ONE LANE <br />ROAD <br />AHEAD <br />wia-6 / <br />36"R36" <br />100 <br />Am <br />�J <br />W20-7 <br />36"X36" <br />V. <br />O�" <br />'��� - •.o <br />ONE LANE ROAD $ o <br />ROAD <br />WORK <br />AHEAD AHEAD o w <br />�• <br />w 3 U rc <br />36"X36" . 36"X 6" 36"X36" IU G <br />®®®�y <br />501 <br />ro 0 <br />0000 <br />50' <br />W26-1 <br />I' <br />V36"X36" <br />• � o � ONE LANE <br />.. o '. ROAD <br />AHEAD <br />` wzoa <br />0 • ROAD <br />� WORK <br />_ _ ♦ �y AHEAD za 1 <br />50, <br />LEGEND <br />NOTES <br />Z <br />o <br />g <br />CHA VICE <br />1. <br />SIGNS SHALL BE BLACK (NON-REFL.) ON ORANGE BACKGROUND (REEL.) UNLESS <br />SPACINGNELIZI(FEET)ON <br />U <br />N <br />00 <br />a <br />K <br />TEMPORARY SIGN LOCATION <br />OTHERWISE NOTED. <br />a <br />�f <br />MPH <br />TAPER <br />TANGENT <br />F <br />3 <br />2. <br />ADDITIONAL LIGHTING AT FLAGGING STATIONS. SEE <br />® <br />WORK ZONE <br />WIGHT SDOTWORK STANDARDUIRES <br />SP SPECIFICATIONS FORDWAY <br />ADDITIONAL DETAILS <br />35/45 <br />10 TO 20 <br />60 <br />3: <br />D <br />M <br />25/30 <br />10 TO 20 <br />40 <br />MJ <br />p <br />0: <br />z <br />3. <br />CONTRACTOR TO COMPLY WITH WORK HOURS SPECIFIED IN WSDOT PERMIT. <br />W <br />0 <br />❑0 <br />CHANNELIZING DEVICES <br />Y <br />4. <br />ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. <br />Q <br />M.I <br />LU <br />U <br />J <br />0 <br />0 <br />FLAGGING STATION <br />5. <br />EXTEND TAPER DEVICES ACROSS SHOULDER. <br />W <br />0:3 <br />1, <br />Lu <br />Mn <br />~ <br />6. <br />MOTORCYCLES USE EXTREME CAUTION SIGNS SHALL BE INSTALLED WHEN THE <br />o <br />F <br />FOLLOWING ROADWAY CONDITIONS EXIST: <br />J <br />-GROOVED PAVEMENT <br />o <br />Q <br />-ABRUPT LANE EDGE <br />y <br />0 <br />-STEEL PLATES <br />20' 10• 0 20' 40' <br />-LOOSE GRAVEL OR EARTH <br />SCALE: 1'=20• <br />7. <br />OPEN TRENCHES WITHIN THE TRAVELED WAY OR AUXILIARY LANE SHALL HAVE A <br />STEELPLATE COVER PLACED AND ANCHORED OVER THEM. A WEDGE OF SUITABLE <br />MATERIAL, IF REQUIRED, SHALL PLACED FORA SMOOTH THE <br />TC-1 <br />PAVEMENT AND THE STEEL PLATE. WARNING SIGNS SHALL BE USED TO ALERT <br />E. USED ALERT <br />SHEET: <br />MOTORISTS OF THE PRESENCE OF THE STEEL PLATES. <br />1 <br />0 1" 2• <br />OF: <br />TWO INCHES AT FULL SCALE. <br />JOB <br />NO.: <br />20476.00 <br />IF NOT, SCALE ACCORDINGLY <br />DWG.TCP <br />