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B. Footings for structures shall be observed by the deotechnical Engineer for bearing <br /> capacity verificaGon prior to concrete placement. CompacGon test shall be perfortned H <br /> In the opinion of the Geotechnical Engineer they are necessary. <br /> C. If subgrades or fllis which have been placed are below spedfled density, provide <br /> corrective wark as specifted at no addkional expense. <br /> D. Evaluation of shotcrete construction shall be perfortned per ACI 508.4R-94, "Gufde for <br /> the Evaluation ot Shotcrete." <br /> 3.08 PROTECTION <br /> A. Protect newly graded areas from trafAc and erosion. Keep free oi trash and debris. <br /> B. Repair and reestabiish grades in settled, eroded, and rutted areas to specifled <br /> tolerances. <br /> C. Reconditionfng Compacted Areas: Where compieted compaded areas are disturbed <br /> by subsequent construdion operations or adverse weather, sca�ify surtace, reshape, <br /> compact to required densfty and provide other corrective work as speciffed, with <br /> retesting, prior to further construction. <br /> PART 4-MEASUREMENT AND PAYMENTS <br /> 4.01 MEASUREMENT <br /> A. No separate measurement shall be made fw"EaRhwork" <br /> 4.02 PAYMENT <br /> A. All costs for "Earthwork" shall be included In and inddentat to the lump sum price as <br /> stated in the General Conditi�ns, and shall be full compensadon for fumfshing all labor, <br /> equipment and incidentals requfred to accomplish the"Earthwork"work specifted. <br /> END OF SECTION <br /> June 11, 2001 02300 -7 � <br />