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i <br /> I <br /> I <br /> I <br /> , . . . ,� � <br /> C:dgemoor Ilcights <br /> File No. 842-1A <br /> �' August 14, 1984 <br /> Page 4 <br /> sliding, or conditions rclated thereto are not obscrved. On-going soil <br /> creep is suspected along the lower slope elevations, particularly within <br /> arcas affected by poorly drained soils. <br /> Construction Considerations: <br /> Development of areas adjacent to steep slop�s sliould be accomplished <br /> with the understanding that a degrce of rist, will persist over time. <br /> Slopes are Jynamic features in the gcological sensc, ❑nd arc pror.c to <br /> adjustment over the long run. For this reason, construction setbacks <br /> f.com the Ureak-in-slope or slope face are commonly employed. As a matter <br /> of practice the use of development setbacks from slope features is pru- <br /> dent, and provides the property owner with an increased degree of build- <br /> ing performance over time. In cases where space constraint•s are such <br /> that setback spacc is limited, the use of foundation systems �ahich pene- <br /> trate into the hillside soils �iitl provide :�n effective setback from the <br /> ' slope facc. [t would �ppcar that scveral of thc subject building lots <br /> will be affccted hy spacc cunstraints and that convcntional sctbacks <br /> will not he possible. fiffective setb.ick can be attained in these cases <br /> with the usc of rcinforced drilled picr or drillcd pilc ;ind grade Ucam <br /> fotmdations. Such foimdations arc commonly cmploycd with su�cess, ,�nd <br /> :ire within reason,�ble economic limitations for premium residential sites. <br /> In concept, the deep Eoimd�tion system wuuld pene[r:�te into the hillside <br /> to n �Icpth sufficicnt to : 1) encounter sui.t;�blc bcarinA soils; 2) devclop <br /> adequate horizontal restraint for the fowid:ition olrmen[s; and 3) to <br /> achieve :i re:isonable efEective setback from the slope face. The depth <br /> of four ';i[ion penetration, sizing and reinforccment would be dependent <br /> on specific building Jesign, siting :u?d the physical character oF the <br /> soils within a given lot. Such Jesign level considerations should be <br /> based on dctailed exploratory i.nformation. Gxploratory borings and <br /> appropri:�tc data should bc obtained [o a depth �Icrmcd sufficicnt by <br /> the design professional . <br /> Wc suggcst th,it t�:e nativc vcgetation cuvcr within slopc arcas bc lcft <br />