Tract B ofthe Villa Alegre Development
Fill Placement and Compaction
Structural fill should be placed in horizontal lifts a maximum of eight inches in loose thickness, moisture conditioncrl to a near optimum moisture content, and mechanically compacted. Fill below footings and slabs should be compacted to a minimum of 95% of maximum dry density as determined by ASTM D-1557. On-site native soils appear suitable for re-use as engineered fill. Some blending and removal of oversize material will be necessary.
Observation and Testing
Placement and compaction of structural fill should be observed and tested by
and testing is
to confirm that the recommendations presented herein
followed and to differ from those
provide supplemental anticipated.
Foundation excavations should be observed by a qualified geotechnical engineer, or his representative, prior to placement of reinforcement or concrete. The purpose of the observation is to determine if the exposed soils are similar to those anticipated.
V & A Project No.: 09-1-102