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DIVISION 1 -GENERAL REQUIREMENTS <br /> SECTION 01300-SUBMITTALS <br /> PART 1-WORK COVERED <br /> 1.01 GENERAL <br /> A. The Contractor shall furnish,process,deliver,reproduce,and perform other necessary functions <br /> incidental to scheduling and handling of shop drawings,project data and samples,operational and <br /> maintenance manuals,equipment record sheets,manufacturer's certificate of proper installation, <br /> and record drawings,as indicated on drawings,or as specified,and in accordance with the <br /> provisions of the Contract Documents. <br /> B. See appropriate Specifications and Contract Document sections for specific items for which data <br /> and/or samples are required. See General Conditions for additional information. <br /> C. Review or acceptance of substitutions,schedules,shop drawings,lists of materials,and procedures <br /> submitted or required by the Contractor,and all additional costs which may result there from shall <br /> be solely the obligation of the Contractor. It shall not be the responsibility of the Engineer to <br /> provide engineering or other services to protect the Contractor from additional costs accrued from <br /> such review or acceptance. <br /> D. No equipment or material for which listings,drawings,or descriptive material is required shall be <br /> installed until the Engineer has on hand copies of such accepted lists and the appropriately <br /> stamped final shop drawings. <br /> E. The review of drawings by the Engineer will be limited to general design requirements only,and <br /> shall in no way relieve the Contractor from responsibility for errors or omissions contained herein. <br /> F. Submittals will be acted upon by the Engineer as promptly as possible. <br /> 1.02 BACKFILL MATERIAL <br /> A. The Contractor shall furnish a sample of the soil to the Engineer he anticipates utilizing as backfill <br /> material from a borrow source with proven capacity to backfill the entire trench. This soil sample <br /> will be subjected to permeability testing after being mixed with bentonite from the Contractor's <br /> supplier. This testing will determine the percent of dry bentonite that will be mixed into the soil- <br /> bentonite backfill in order to achieve a permeability of 1 x 10-'cm/s or less. Gradation and <br /> Atterberg Limit tests will be performed to establish control on the backfill throughout the project. <br /> 1.04 RCC MATERIAL <br /> A. The Contractor shall furnish samples of all materials of RCC as required in Section 03310—Roller <br /> Compacted Concrete. <br /> 1.04 ADDRESS <br /> Submittals shall be sent to the following address: <br /> Attn: Mr.Derek Foster,P.E. <br /> Deere&Ault Consultants,Inc. <br /> 600 South Airport Rd,Building A,Suite 205 <br /> Longmont,CO 80503 <br /> END OF SECTION <br /> 12/17 Section 01300-Page 1 of 1 <br />