HomeMy WebLinkAboutREVIEW RESPONSE PW - 16-00579 - Gorilla Performance New BuildingGORILLA FACTORY
PUBLIC WORKS REVIEW RESPONSE
16-00579
October 13, 2016
Street - All approaches shall be concrete and meet City engineering standards. City
sidewalk shall have 2% max cross slope.
Storm — Roof drainage is retained in swales on the North and South of building. On the
South any runoff not contained in swale will flow into Area #3 inlet box.
Storm — As per my discussions with Stephen Zollinger and John Millar, as long as the
required volumn is retained on site then the design meets the ordinance. All the
storm retention areas retain the calculated volumn on site and the maximum
depth in the parking stalls is 4.8 inches. That is assuming no immediate
percolation. Also, assuming that the maximum volumn is reached it will take 9,6
hours to percolate into the native gravels at 600 gal / ft' / day.
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