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<br />DIVISION 1 -GENERAL REQUIREMENTS <br />SECTION 01300 -SUBMITTALS <br />1.01 GENERAL <br />' A. Contractor shall furnish, process, deliver, reproduce and perform other necessary functions <br />incidental to scheduling and handling of shop drawings, project data and samples, operation <br />and maintenance manuals, equipment record sheet, manufacturer's certificate of proper <br />installation, and record drawings, as indicated on Drawings or as specified, and in <br />accordance with provisions of the Contract Documents. <br /> B. See appropriate Specifications and Contract Document sections for specific items for which <br />data and/or samples are required <br />See General Conditions for additional information <br /> . <br />. <br /> C. Review or acceptance of substitutions, schedules, shop drawings, lists of materials, and <br /> procedures submitted or requested by the Contractor, and all additional costs which may <br /> result therefrom shall be solely the obligation of the Contractor. It shall not be the <br /> responsibility of the Engineer to provide engineering or other services to protect the <br />' Contractor from additional costs accruing from such review or acceptance. <br /> D. No equipment or material for which listings, drawings, or descriptive material is required <br /> shall be installed until the Engineer has on hand copies of such accepted lists and the <br /> appropriately stamped final shop drawings. <br /> E. The review of drawings by the Engineer will be limited to general design requirements only, <br /> and shall in no way relieve the Contractor from responsibility for errors or omissions <br /> contained therein. <br />F. Submittals will be acted upon by the Engineer as promptly as possible. <br />1.02 BACKFILL MATERIAL <br />A. Contractor shall furnish a sample of the soil mixture he anticipates utilizing as backfill <br />material from a borrow source with proven capacity to backfill the entire trench. This soil <br />sample will be subjected to permeability testing aher being mixed with bentonite from the <br />Contractor's supplier. This testing will determine the percent of dry bentonite that will be <br />mixed into the soil-bentonite backfill in order to achieve a permeability of 1x10'' or less. <br />Gradation and Atterberg Limits tests will be performed to establish control on the backfill <br />' throughout the project. <br />B. Backfill and bentonite shall be submitted at least one-month prior to construction <br />' 1.03 ADDRESS <br />Submittals shall be sent to the Engineer. <br />1 END OF SECTION <br /> <br />1 07/97 Section 01300 -Page 1 of 1 <br />