5114 33RD AVE W 2018-01-02 MF Import

Novaek Property 99-11-10 510 Place Everett, Wa. If grading must be initiated within areas of the site where soils are more than about 2 percent wetter than optimum, those areas to receive fill should be blanketed with a clean, coarse free draining crushed rock, quarry spalls or equivalent non -moisture sensitive material to provide a working surface for the subsequent structural fill placement. No fill materials shall be placed over or near the ravine slopes located within the western portion of the site. 4.3 Structural Fill All fill placed within the proposed driveway prism, within areas to be graded or that will receive Ell, should consist of a granular, free draining borrow material and should be placed in accordance with the following recommendations for structural fill. Prior to placement of structural fill, the surface to receive fill should be prepared as previously recommended by removing topsoil and fill material, pre - rolling and compaction. Structural fill should be placed in loose lifts not exceeding 8 inches in thickness. Individual lifts should be mechanically compacted to a uniform density of at least 95 percent of the modified Proctor dry density (ASTM D- 1557). All fill placed on the site slopes should be properly keyed and benched into firm materials in accordance with section 2-03.3(14), "Embankment Construction", of the WSDOT Standard Specifications. 10 GES, Inc.