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equivalent) should be used. <br />The vapor barrier should be <br />properly lapped and sealed. <br />(c) Hardscape and slab <br />subgrade areas shall exhibit a <br />minimum of 90 percent <br />relative compaction to a <br />depth of at least 1 foot. <br />Deeper removal and re - <br />compaction may be required <br />if unacceptable conditions are <br />encountered. These areas <br />require testing for compaction <br />just prior to placing concrete. <br />(d) Site grading shall <br />incorporate drainage directed <br />away from structures via non - <br />erodible conduits to detention <br />areas. The structure should <br />utilize roof gutters and down <br />spouts tied directly to yard <br />drainage. <br />(e) Unlined flower beds, <br />planters, and lawns should <br />not be constructed against the <br />perimeter of the structure. If <br />such landscaping (against the <br />perimeter of a structure) is <br />planned, it should be properly <br />drained and lined or provided <br />with an underground moisture <br />barrier and irrigation in these <br />areas should be kept to a <br />minimum. <br />MM GEO-3 <br />Grading plans and specifications for the <br />Project <br />During Plan <br />project shall be reviewed and approved <br />proponent as <br />Check and <br />by the Soil and Geotechnical Engineers <br />verified by <br />Construction <br />and shall include the recommendations <br />City <br />Inspections <br />of the Soil Engineer and Geotechnical <br />Engineer <br />Engineer including the following: <br />(a) After the foundation for the <br />fill has been cleared, plowed <br />or scarified, it shall be disced <br />or bladed until it is uniform <br />and free from large clods, <br />brought to a proper moisture <br />content and compacted to not <br />Resolution No. 2020-xx <br />Page 12 of 20 <br />75D-17 <br />