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i I <br /> c" <br /> � I L <br /> I � I <br /> Const. <br /> I� Y X I X Y <br /> I — I <br /> R & D Existing A.C. Dike "X- 0.08' <br /> Conform I Conform <br /> / . I <br /> \j of 2% t 2%t Vor. <br /> E.P. Shoulder Backing <br /> Optional Construction7 (Typ.) <br /> Comstock Road Joint location Place 6 x 6—W 2.9 x W 2.9 <br /> Existing P.C.C. welded wire fabric <br /> Tractor Crossing 4" Portland Cement Concrete <br /> Streets <br /> Intersecting Station X. "Y" "Z" <br /> Tully Rd. (South) 174+18 24' 40' 20' <br /> Tully Rd. (North) 187+38 24' 35' 15' LOCATION X Y <br /> Sta. 171+18 t8' 4' <br /> TYPICAL INTERSECTION Sta. 180+68 13' 7 <br /> 0 <br /> 3 conform ® E.P. TRACTOR CROSSING <br /> 3 m T T No Scale <br /> o z <br /> T T <br /> N m Co00 <br /> s LEGEN� <br /> m <br /> m <br /> u <br /> t� � ® Variable Depth Asphalt Concrete <br /> Exist in Width Conform i Limits of Asphalt Concrete <br /> M 12' Min. i i Pavement Planing <br /> 0.00' Depth of Asphalt Concrete <br /> ` N Pavement Planing <br /> m 0.30' Asphalt Concrete over Variable depth Asphalt Concrete <br /> shaped and compacted native p p R Conform to existing Radius <br /> material. over existing paved driveway. <br /> z <br /> 0 <br /> TYPE J2 TYPE E <br /> pp _ <br /> TYPICAL DRIVEWAYS <br /> M COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS COMSTOCK ROAD RESURFACING Sheet No. <br /> Jack Tone Rd. to 0.5 mi. w/o Duncan Rd. 5 of 6 <br /> Drawn By Date P-oject Engineer Date Checked Date Submitted Date -uv ecommended Date <br /> %".✓ <br /> to ".,v <br />