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3.10 <br />A. <br />B. <br />3.11 <br />A. <br />3.12 <br />A. <br />B. <br />TOLERANCES <br />Construct the excavation and backfill Work within the dimensional tolerances given <br />below. Elevation and thickness tolerances are acceptable deviations from the elevations <br />and material thicknesses shown on the Drawings. <br />Elevation Tolerances <br />1. Elevations shall be to construction elevations f0.2 feet in accordance with the <br />Drawings, except to provide drainage. <br />MISCELLANEOUS EQUIPMENT <br />Additional usage of equipment may be required for construction activities other than <br />those described within these specifications. CONTRACTOR shall provide hourly rates <br />according to Section 01270 for additional time required for equipment as directed by <br />COMPANY. <br />FIELD QUALITY CONTROL <br />CONTRACTOR shall utilize equipment, materials, and procedures which are <br />anticipated to meet the quality requirements specified. <br />CONTRACTOR shall permit COMPANY to observe subgrades and clay layers before <br />further construction Work is performed thereon. Tests of subgrades and fill layers will <br />be taken by COMPANY before the next layer is constructed. <br />END OF SECTION 02300 <br />02300-12 <br />