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L <br />u <br />u <br />L <br />C <br />n <br />11 <br />u <br />u <br />r <br />r <br />Li <br />u <br />0 <br />n <br />3.07 CONCRETE FINISHING <br />A. Except as may be shown otherwise on the Contract Drawings, provide a non -slip <br />broom finish to horizontal surfaces of slabs and bases. <br />3.08 CURING <br />A. Immediately after placement, protect concrete from premature drying, excessively <br />hot or cold temperatures, and mechanical injury. <br />B. Maintain concrete with minimal moisture loss at relatively constant temperature for <br />period necessary for hydration of cement and hardening of concrete. <br />3.09 REPAIR <br />A. Repair or replace deficient or damaged work as directed by the Engineer and at no <br />additional cost to the County. <br />3.10 PROTECTION <br />A. Protect all concrete pours from damage or premature loading prior to complete <br />curing of the concrete. <br />4.01 CONCRETE DITCH <br />A. Measurement <br />1. Measurement for furnishing and installing Concrete Ditch shall be by the linear <br />feet of flow line covered by the material. Contractor shall measure the length <br />of the ditch along the flow line constructed to the limits shown on the <br />Construction Drawings. <br />B. PAYMENT <br />1. Payment, for concrete ditch shall be by the unit price per linear foot quoted in <br />the bid proposal. <br />2. Includes all work necessary to construct the drainage ditch in accordance with <br />Section 03300 of the Specifications and as shown on the Construction <br />Drawings. <br />4.02 MINOR CONCRETE <br />A. Measurement <br />SHAW EWRONMENTAL, /Nc. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj Technical Specs -4-19-12 Revl.DocRev. 0, 04/05/2012 <br />Cast -in -Place Concrete <br />03300-5 <br />