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<br />7/2003 17:13 8139482403 <br />.~/~uu~ l.:~! tAA 9049982197 <br /> <br />APPLElI<LINER <br />DA JAl <br /> <br />PAGE 02 <br />fa! 002/008 <br /> <br />~=n <br /> <br />Kimley-Hom <br />and Assoclate5, 100, <br /> <br />1uly 21, 2003 <br /> <br />. <br />SUIt . <br />.71. PIirIlM' PIIll.... <br />...... ~ <br />~1I <br /> <br />Mr. Paw Lima <br />Apple Sign &. Awn.i~ Inc. <br />1640 Land 0' Lakes Blvd. <br />Lutz, Florida 33549 <br /> <br />Mr. Lima, <br /> <br />The exitting segmental retaininS .......ll.long US 301 at the WaI-Mart store will continue <br />to be structurally stable if the propoeed sip is located u Ihown in your attachcd fax and <br />in aecordance with our phone Conversationl. <br /> <br />It is my Wldcrltanding that you intend to place a sian is feet behind the exillini retaining <br />wall along US 301 at the Wal-Mart store. f'urthe:rmore. the foundations will be -sned <br />by another engineer, who is rcJistered in the State of Florida. ,Where thcsc foundations <br />will be cloer than 1 S feet to the beck of the wall, your engineer shall limit the ntaJtimum <br />sojl pressure un4er those portions of the foundation to 200 pouncla per square foot (pst). <br />Also, during the proposed construction of the foundations, existing soil will be hand <br />excavated to minimize the potential damap to the gcogrid. <br /> <br />If you need any further information regarding the existing sesmental retaining wall, <br />please call. <br /> <br />Sincerely, <br />Kimley-Horn and Associates. Jnc. <br /> <br />fUJrf <br /> <br />Kirlc: F. Drost, P.E. <br /> <br />It:'IIoc::tnnr._l-nrt_hr)'IIi'I.Iou~I'\cOl'l'llJlOlldenc"l'I* tllll foulldatioluJoc <br /> <br />fezM IT:ff: Z 20 ~ <br /> <br />. <br />TEl.. .. _ flII4 <br />FiU 11IM .. 2117 <br /> <br />iJA.pp:e Sign &: AwnJ.,1nc. <br />I '''l-.cf O. ...... ..... <br />lilt&. ,..,... UU9 <br />I ~ 3 -'....2220 'a' t'......NOI <br />