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Our Job 81-20-00 Page 3 <br />PROPOSED DEVELOPI'fENT <br />We understand that the site will accommodate a single- <br />story, concrete, tilt-up industrial building with adjoining parking <br />facilities. For purposes of analysis, we have taken into con- <br />sideration the following estimate forwarded by the architects, <br />Gilbert Aja 6 Associates. <br />1. Finish floor elevation will be approxinate\y one to <br />two feet higher than the existing grade. <br />2. The eastern portion of the building will be "dock- <br />high" construction with service from the existing <br />rail spur to the east. <br />5. The maxinun interior column load will not exceed 65 <br />kips (with columns 48 feet center-to-center). <br />4. The maximum perimeter, wal1 panel loads will not <br />exceed 150 kips (with a 36 foot 111 panel width). <br />FINDINGS <br />SURFACE CONDITIONS <br />At the time of our field inrrestigation, the site was <br />vacant and elevated approximately three to four feet above the <br />adjacent properties with gentle to moderately steep peripheral <br />slopes. The renainder of the site is near-let'el with apParent <br />drainage to the northeast at an approximate gradient of less than <br />one percent.