4701 W GLENHAVEN DR 2016-01-01 MF Import

a �ctober 15. 19� Pro�ect No. 8010-1 gi_Win Homes page 7 ceedures which would subetantially change the preeent elope configuration ahoizld be attempted only after a complete re- working of all fill soile now coverinB the slope. In the event that the developer ehould elect to proceed with euch alteratione, the geotechnical coneultant ehould be ao adviaed. Additional inatructione would be given based on the nature of the c:�angee desired. Iarge acaleeriodekofgprolongedidryslope ahould be attempted only duri�B P weather. Soil Desian Criteria The dense� undisturbed natural soils found at the surface grade� and at depth beneath the loose surficial fill soils are suitable for aupport of conventional spread .footings. A safe allowable soil bearing pressure of 3000 p. s.f. may be expected for foutings placed to bear uconditionssoils. The above value is based on the following �. All footinge should be placed to beeoilsodescribedis- turbed� dense� naturally o��uT�e g Pit logs. above and in the accompanYin6 2, All footinge should be placed to bear a minimum of 18 inches below finished ad�acentWhicheever istgreater. to the natural bearing soils, 3, All footinga should be sized according to the antic- ipated wall or column loadings and the above soil bearinB value. A minimum footing width of 14 inches is recommended. ¢, All footing excavations should be free of ponded water and sloughed or water loosened soils prior to place- ment of footing concrete.