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I , <br />, <br />I ./ <br />We reviewed the Foundations/Structural Plans with respect <br />the following: <br />0 <br />Inspection Engineering & Testing Job No: 02-9025-001-01-10 <br />November 23, 1992 Log No: 2-2696 <br />Page 2 <br />2.SCOPE OF REVIEW <br />a. i. Footing width, depth and soil-expansivity related <br />reinforcing. <br />ii.Footing/column loads,as related to bearing <br />capacity. <br />b. Slab thickness, reinforcing and vapor barrier (all as <br />related to soil expansivity and moisture). <br />C.The presence under the proposed building of the following <br />existing utility lines: <br />i. PacBell conduit <br />ii.Sewer line <br />iii. 6-inch diameter P.V.C. pipe, the purpose of which <br />is unknown. <br />3. OBSERVATIONS. CONCLUSIONS AND RECOMMENDATIONS <br />3.1 Footings <br />The footings and loads, as shown, have been designed in <br />accordance with the recommendations in the referenced <br />report, in our opinion. <br />1