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:'. . <br /> - Omniptan E-3592-610 <br /> � . :. July 10, 199fi Page 2 <br /> �r�Ject Descrlotio� <br /> At the tima our study was performad, ths site and proposed bullding Iocation was <br /> approxlmately as shown on the attached Sito Plan, Plate 1 . <br /> We understand it is planned to develop the site with a distri�ution warehouse, Thf <br /> proposed building will be one hic�h-bay story in heiglit. The buitding •, iill be of rtietai Frame <br /> construation with a sheet metal exterior. The floor will consist of a dock-high slab-or�- <br /> grade. <br /> Based on our experience with similar proJects, we would anticipate wail loads in the rango <br /> of thres (3) to four �4)kips per lineal foot, column loads in the range of eic�hty (80) to one <br /> hundred (1001 kips, and slab-on-grade floor loads uf two hundred fifty (250) pounds per <br /> squere foot. <br /> The bu!Iding will be surrounded by asphalt paved parking and drlveway areas. Traific <br /> loads will primarily consist of heavily loadad trucks, <br /> � <br /> If any of the above design �riteria are ineorrect or chanc�o, we should be consultad to � <br /> ' revlew the recon�mend2rions contained in this report. In any case, ECI sh�uld be retalned <br /> to perform a goner�l r�;vie�v af the final desipn. <br /> ,�ITE C�NDITIOPJS <br /> r( <br /> The subJect site is known as lot 3 of the Merrill Creek development in tho southwest <br /> corner of the intorsection of Hardeson Road ar,d Merrill Creek Parkway. 7he irregular- <br /> shaped property comprises about 20 acres. <br /> After filling, the slte will be level, with a slight slope down to the east for drainage, West <br /> of the sfte is a ne2r vertical cut slopv which will be flnlsh c�raded to a 1 ,5H:1 V slopo. East <br /> ot the site will be a 1 .5H:1V fill slope, <br /> Euth Con�ullmB�. li�p, <br />