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• <br /> WAI/Continuum <br /> CHECKLIST FOR SOIL REPORTS <br /> FOR BEL RAE COMMUNITY CENTER: <br /> The following information is required by WAI/Continuum to adequately design and <br /> complete the construction documents. <br /> It is requested that the Owner authorize the following survey information be prepared by <br /> their Engineering Testing Company. <br /> 1. A complete subsurface investigation and report with soil borings being taken at the <br /> locations selected by.the Architect. See attached drawing <br /> 2. Provide the following recommendations to be included in the report: <br /> a. Foundation design. <br /> b. Grading recommendations. <br /> • c. Waterproofing recommendations. <br /> d. Paving design recommendations for parking and drive lanes. <br /> e. Retaining wall recommendations. <br /> f. Recommended footing depth for frost protection. <br /> 3. The load to the exterior walls will be approximately 5.3 KIPS per foot and the load <br /> to the interior mezzanine bearing walls will be approximately 10.5 KIPS per foot. <br /> Boring locations; <br /> BM-1 thru BM-6 Building <br /> SB-1 thru SB-2 Parking/Driveway <br /> Document all above-listed items which the Owner has decided not to authorize, and copy <br /> the Owner. <br /> E:\W PW IN60\90634\CORR ESP\SOI LRPTN.0 H K <br /> s <br />