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I{ <br /> fr {{ <br /> l rrrr�i�lr <br /> {f{fr <br /> _ Slope <br /> r•r•r•r•r•: <br /> rl J,:`{:rf •ti•ti•ti•ti•ti•ti• <br /> 1.1 <br /> • 2" (Min.) <br /> Perforated Rigid Drain Pipe <br /> (Surround with 1" Rock) <br /> NOTES: <br /> • Do NOT tie roof downspouts <br /> to Footing Drain. <br /> SCHEMATIC ONLY- NOT TO SCALE <br /> • Surface Seal to consist of NOTA CONSTRUCTION DRAWING <br /> 12" of less permeable, suitable <br /> soil. Slope away from building. <br /> LEGEND: <br /> Surface Seal; native soil or <br /> other low permeability material. <br /> Earth arth Solutions NWLLc <br /> ••�:�:�:�• Solutions <br /> •ti•ti•'••tir 1" Drain RockNWLLC technical Engineering,Construction Monitoring <br /> :�ti?ti?ti?ti i $�. <br /> and Environmental Sciences <br /> FOOTING DRAIN DETAIL <br /> Proposed Public Storage Facility <br /> Everett, Washington <br /> Drwn. GLS Date 06/27/2012 Proj. No. 2432 <br /> Checked SSR Date June 2012 Plate 4 <br />