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<br />DMS1ON 1 -GENERAL REQUIREMENTS <br />SECTION 01300 -SUBMITTALS <br />1.01 GENERAL <br />A. Contractor shall famish, process, deliver, reproduce and perform other necessary functions <br />incidental to scheduling and handling of shop drawings, project data and samples, operation and <br />maintenance manuals, equipment record sheet, manufacturer's certificate of proper installation, and <br />record drawings, as indicated on Drawings or as specified, and in accordance with provisions of <br />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, lisu of materials, and <br />procedures submitted or requested by the Contractor, and all additional costs which may result <br />therefrom shall be solely the obligation of [he Contractor. It shall not be the responsibility of the <br />Engineer to provide engineering or other services to protect the Contractor from additional costs <br />accruing from 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 [he 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 therein. <br />Submittals will be acted upon by [he Engineer as promptly as possible. <br />1.02 BACKFII.L M.1TERIAL <br />A. Contractor shall famish a sample of the soil mixture he anticipates utilizing as backfill material from <br />a borrow source with proven capacity to backfill the entire trench. This soil sample will be <br />subjected to permeability testing after being mixed with bentonite from the Contractors supplier. <br />This testing will determine the percent of dry bentonite that will 6e mixed into the soil-bentonite <br />backfill in order ;o achieve a permeability of 1x10'' or less. Gradation and .4tterberg Limits tests <br />will be performed to establish control on the backfill throughout [he project. <br />B. Backfill and bentonite shall be submitted at least one-month prior to constmc[ion <br />1.03 ADDRESS <br />Submittals shall be sent to the Engineer. <br />END OF SECTION <br />01/99 Section 01300 - Page I of 1 <br />