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<br />B. <br /> <br />Stability of slopes. <br /> <br />Analysis of the effect of weather and/or construction <br />equipnent on soil during constroction. <br /> <br />7. <br /> <br />9. <br /> <br />Analysis of soils to ascertain presence of potentially expan- <br />sive, deleterious, chemically active or corrosive materials <br />or condi tions , or presence of gas . <br /> <br />10. <br /> <br />Evaluation of depth of material requiring rock excavation <br />methods for raroval. <br /> <br />11. <br /> <br />Extend one boring at each site to find shale. <br /> <br />12. <br /> <br />General: <br /> <br />a. Soil bearing near surface for a slab-on-grade. <br /> <br />b. Soil bearing at approximately 3 I to 4 I for concrete spread <br />footings . <br /> <br />c. Recx:mnendation for subgrade pad design for a slab on grade <br />if soil is active. <br /> <br />d. Pier design data for COlUIm loads, one stozy buildings, <br />masonry veneered, with 25' x 25' structural bays. <br /> <br />2 .1. 2 Furnish to the ~ six ( 6 ) copies of the geotechnical <br />testing reports on all sites (a) through (e). <br /> <br />2.2 PAYMENT FOR BASIC SERVIcæ <br /> <br />2.2.1 'Ibtal payment for services shall not exceed $5,651.00 in <br />accordance with the Exhibit "A" attached hereto and made a part hereof <br />for all purposes. <br /> <br />Billings to the CMNER for services rendered shall be based on <br />costs and hourly rates shown, and upon actual work perfo:nned. Under no <br />circumstances shall the amamt billed exceed work aCCCltlplished. <br /> <br />2.2.2 If the GJNER elects to have the CONSUL'mNT furnish addi- <br />tional or special services above those defined in Article 2.1.1, the <br />fees for such services shall be calculated on the basis of Direct <br />Salary, as defined herein: <br />