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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 />1.03 ADDRESS <br />Submittals shall be sent to the following address: <br />Attn: Mr. Colby Hayden, 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 />4/08 Section 01300 -Page 1 of 1