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See Note Below Conform ® E.P. Conform ® E.P. <br /> Existing EP EP <br /> Surface 8 <br /> �i „ 0• 1 :1 1 :1 8' 81 <br /> 1 <br /> Note: <br /> Conform R = Conform to \ / <br /> Conform <br /> Width, length and locations to be existing radii. I <br /> determined by the Engineer. 0.60' Asphalt Concrete Existing Width - <br /> 12' Min. <br /> PAVEMENT REPAIR DETAIL 0.30' Asphalt Concrete over Variable depth Asphalt Concrete <br /> shaped and compacted native over existing paved driveway. - <br /> TYPE D TYPE E <br /> a <br /> TYPICAL DRIVEWAYS <br /> P O <br /> z g <br /> o Existing Standard frame and <br /> ^' Refer to S.P. 97A cover assembly <br /> Surface Exist. 12" <br /> m > & S.P. 97E for Roadway Dia. or Sq (Refer to SJCO Std. <br /> a m coupling details. Pipe <br /> y Dwg. CW—M1 .) <br /> i <br /> I I 6 A.C. Overlay <br /> 4., <br /> i - - - - - - - - - — _ B" -� - - - - - <br /> P.C.C. .�., 3„ '4 6„ <br /> 90% Relative O Existinge Flow Line to be <br /> Compaction pipe <br /> level with existing pipe. <br /> 1 ' 1 ' Undisturbed Survey monuments <br /> 0) 0 D+� basement soil 3 4'0 x 30" iron pin <br /> ROADSIDE PIPE EXTENSION with identification marks <br /> v Remove approximately 2 L.F. of damaged pipe (To be installed by others) <br /> v, ® both locations and connect to existing. <br /> �N I 'o TRENCH DETAIL NICHOLS ROAD (SOUTH) — Place 12"0 X 10 L.F. U _ <br /> O f 2 locations C.S.P. (0.079" Thick) a + <br /> r <br /> o <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS LIBERTY ROAD RESURFACING Sheet No. <br /> Q (SR 99 to Bruello Rood) 12 of 13 <br /> DRAWN BY DATE I PROJFC� GI EER DATE CHECKED DATE SUBMITTED DATE APPRO R OMMENDED TE <br /> Zeff4 RWA ex a 11/99 <br /> �; <br /> D.Sabnian ""c•""i ��1Y� <br />