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6'-0" 18'-6" <br /> Design H = 8" Design H = 12' <br /> r <br /> co \ i <br /> + \ tr <br /> U') <br /> o N t\ <br /> i \ <br /> CD <br /> Distribution Box <br /> Lot <br /> L — — — — <br /> \ 33.7 / <br /> j N <br /> ; <br /> i <br /> \ \ 15 <br /> \ � r 15'-0" — <br /> — Concrete Ditch LiningOD <br /> NORTHWEST CORNER <br /> \ \ Design H = 10' <br /> Conform 00 <br /> o LI EGEN D <br /> crCA'n <br /> ,o No. 21258 <br /> + * BqL 9-30-07 <br /> i LO 33.7 Top of Wall Elevation. <br /> j 2'— 9-1/2" FOF CAQ- ''� <br /> I I STANDARD PLANS <br /> 24.0 Top of Footing Elevation. <br /> A62-8 Structure Excavation & Backfill. <br /> PLAN 133-3 Retaining Wall Type 1A. <br /> 33-8 Footing Step. <br /> 83-9 Retaining Wall Utility Opening, <br /> Elev. 35.5 <br /> 10'-7' <br /> \ \ Concrete Ditch Lining / <br /> \ / <br /> 48"0 Reinforced Concrete-,, Distribution Box// <br /> \ Pressure Pipe Invert Elev. 24.5 <br /> \ \ 30"0 Reinforced ConcreteI / <br /> \ _ Pressure Pipe, Invert Elev. 25.0 / <br /> Elev. 27.5 \ \ / // Elev. 27.5 24.0 <br /> / 10'-0" <br /> \\ / Elev. 24.5 <br /> Elev. 23.0 <br /> SOUTHWEST CORNER <br /> Design H = 10' <br /> ELEVATION <br /> RETAINING WALL EAST (TYPE 1A) MINOR STRUCTURE W166 RETAINING WALLS (TYPE 1A) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY JDATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE: NO SCALE CONSTRUCTION DETAILS DAVIS ROAD WIDENING/RESURFACING NO. SHEETS <br /> ?4r (Turner Road To Woodbridge Roadg 13 <br /> c:\davis\wid-xin3 �� �tT; stiG. Nps ; <br /> -D- V& <br />