A pipe sleeve passes through a concrete foundation wall and footing with specified clearances and trenching dimensions. Front and side views establish a two-inch minimum clearance between the sleeve and pipe, with the sleeve positioned a minimum of six inches above and below certain boundary conditions. The excavation trench details compacted backfill and tamped sand over the utility line, requiring no excavation below the indicated bearing line. Concrete encasement surrounds the sleeve penetration with specified dimensions of eight inches minimum on each side and six inches minimum pipe clearance in the footing.
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