Utility trenches near foundation elements require specific backfill and compaction as specified by the geotechnical report. Excavation for pipe trenches is restricted within a one-foot-six-inch boundary parallel to the footing to maintain structural integrity. Sloped excavation limits are defined at a two to one ratio adjacent to foundation walls.
NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING WITHIN THIS BOUNDARY UTILTY TRENCHES BACK FILL & COMPACT PIER GEOTECHNICAL REPORT 2 1 1'-6"
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