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• • <br /> • <br /> POND WALL SECTION <br /> FUTURE <br /> BUILDING <br /> 7 FT 10 FT 20 FT MIN <br /> ,i <br /> / FF = 950.0 <br /> /���,f,,,,-,;,,,.,�7 EL. 949.5 <br /> TOP OF WALL EL. 947.0 _ //'//v!�• /�It: <br /> 1� `�/��� •d/�/` <br /> • <br /> 1, % Ili <br /> is <br /> �� COMPACTED <br /> GRID <br /> �/ BACKFILL <br /> TOP OF WALL EL. 940.0 _ //:�/`/< NM <br /> . <br /> NV// j� <br /> STANDARD UNITS IIS \�/��4 <br /> NMIi RETAINED <br /> INTERLOCKING NMI `e�:, BACKFILL <br /> IMI <br /> PIN LOCATION NMI <br /> EL. 934.0 II= <br /> EL. 933.0 /`/`/, �_ <br /> II APPROX. EXCAVATION <br /> 1 <br /> 1 ,, DRAINAGE COMPOSITE <br /> NWL 4110 <br /> EL. 928.0 <br /> „ 6" MIN. GRANULAR <br /> 0 FOUNDATION SOIL <br /> POND ,• <br /> ,I LARGE ROCK WALL <br /> EL. 924.0 II <br /> 0 <br />