1700 ENGLAND AVE 2016-01-01 MF Import

Z�rnng Prnpertp 94-12-10 Erere(t, WnsGinglon In planning .he site grading and location for the proposed residence, grades should be set so tliat water does not collect adjacent to the residence. [nstead, the ground should be sloped downward away from the structure so that runoff may be carried to a suitable discharge point. The base of all foundations and retaining walls should be protected from seepage or ground water by perforated pipe at the base elevation. The perforated drain pipe should be totally surrounded by at least 6 inches of washed gravel. this foundation drain system should be installed to discharge via tightline by gravity to a suitable discharge point at the base of the site slope. Roof and surface runoff should not discharge into the footing drain system. Instead, a separate tightlined drain system should be used and directed away from the structure. We recommend that all drainage systems be tight-lined down to the curb elevation. 4.8 Cuts and Excavntions All eacavations should conforni to applicable sections of the Washington State laws, WAC 296-155-650,655,660 and 665. For this project, all temporary e�:cavations and/or slopes less than four (4) feet in depth in undistwbed native soil will stand in near vertical cuts for short periods of time. Any excavations of cuts in temporary excavations and/or slopes greater than four (4) feet in depth should be laid back to a maximum slope of 1 H:l V unless physically retained by use of a di�ing box or other suitable metliods. All permanently exposed slopes should be protected by a dense ground cover or grass. 17 GES, /nc.