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• ‘ ‘ ■ • ••:1>'^ <br />11 ff•rent parts of <br />VI 1th estimated <br />K., the structural <br />uneven settlement <br />lerformance of the <br />settlement could <br />n of an appropriate <br />process commonly <br />>e foundation, all <br />s removed from the <br />4» Bubcut should be <br />il should be a clean <br />,s than 7* fines. It <br />0- In thickness and <br />roller to achieve at <br />ity, A8TM 0-1657. <br />MKAS <br />The raft-type foundation should consist of a relatively <br />.hicK and heavily reinforced. thicKened-ed,e .ith inter^-^ <br />.. . . . . . .- in both directions, placed over a .ini.u»^4^ <br />thicKnees of densely compacted sand. The foundation ays em <br />,e designed by a structural engineer experienced in thi. type f <br />construction. Structural loads on the subsoil under bearin, w i1. <br />or columns should be limited to 1200 p.a.f.. “ <br />proportionment of the widths of thicKened edges or ribs <br />th. underside of the raft, under bearing points. <br />3 - rrnlnn^l surcharge- - <br />,M. .mr™.... r-ov.1 <br />Of a considerable amount of fill. •'’I would also delay the <br />* a ntha to 1 year, based on our preliminary project by at least 0 months to 1 year. <br />pad area to compress or consolidate under a mound o <br />weighing more than the house, then to remove the surcharge fill <br />and support the building on shallow footings. <br />643! <br />b976 Him 65 N £ <br />PO Bom 3230$MHSS40