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I <br /> E. CLSM: Mix designs in accordance with Submittal requirements of Section 31 23 24, <br /> Flowable Fill. <br /> F. Concrete: Mix designs in accordance with Submittal requirements of Section 03 11 00, <br /> Concrete Work <br /> 1.5 QUALITY ASSURANCE I <br /> A. Subsoil and topsoil fill materials: In accordance with Quality Assurance requirements stated <br /> in Section 31 05 13, Soils for Earthwork. <br /> B. Aggregate fill materials: In accordance with Quality Assurance requirements stated in Section <br /> 31 05 16,Aggregates for Earthwork. I <br /> C. CLSM: <br /> 1. In-place testing: In accordance with ASTM C403. I <br /> 2. Compressive testing: In accordance with ASTM D4832. <br /> D. Allowable Tolerances: Final grades shall be plus or minus 0.1-foot. <br /> 1.6 QUALIFICATIONS <br /> A. Special minimum experience qualifications apply to the installation of water mains for this <br /> project. The Water Main Contractor must be qualified by the Engineer prior to bidding. A <br /> Statement of Qualifications Form shall be submitted to the Engineer for review and approval I <br /> by those prospective water main contractors not already listed as prequalified contractors in <br /> Section 00 21 13,Instructions to Bidders. Refer to Section 00 21 13,Instructions to Bidders <br /> and Section 00 20 50,Water Main Contractor Statement of Qualifications Form for <br /> prequalification information. <br /> 1.7 COORDINATION <br /> A. Verify Work associated with lower elevation utilities is complete before placing higher <br /> elevation utilities. <br /> B. Coordinate trenching and utility installation work with other work at utility construction <br /> location occuring near or adjacent to specified herein. <br /> 1 <br /> PART 2 PRODUCTS <br /> 2.1 FILL MATERIALS I <br /> A. Subsoil Fill: Type S 1, Select Native Material as specified in Section 31 05 13, Soils for <br /> Earthwork. <br /> B. Imported Granular Fill: Coarse Aggregate Type Al,Dense-Graded Aggregate with gradation <br /> as shown in the Drawings and specified in Section 31 05 16, Aggregates for Earthwork. I <br /> C. Concrete: <br /> I <br /> Legion Golf Course Stormwater Detention Project Trenching I <br /> WO#UP3620 31 23 17 -4 <br />