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<br /> 108 <br /> RAMON LUCIO, RIO VISTA, RIO VISTA ANNEX, AND BICENTENNIAL <br /> PARKS RECREATION DEVELOPMENT <br /> TECHNICAL SPECIFICATION 5 <br /> CONCRETE SLABS, CURB AND GUTTER, AND MISCELLANEOUS CONCRETE <br /> f. Driveway: <br /> (1) Materials and work shall be in accordance with all <br /> of the pertinent requirements of Specification 4, Concrete Work- <br /> General. Concrete shall be Class <br /> (2) Construction methods for the sidewalk given above <br /> shall apply. The driveway shall conform to the grades and details <br /> shown on the drawings. <br /> (3) The finished surface shall be correct and true to <br /> grade and alignment within a tolerance 1/8 inch in 10 feet. <br /> (4) Standard Finish - hair Droomed to uniform, gritty <br /> surface. <br /> g. Post Footings: <br /> (1) Materials and work shall be in accordance with <br /> Specification 3, Excavation for Structures and Specification 4, <br /> Concrete Work - General of these specifications. Concrete (for <br /> post footings only) shall be Class B (or better). <br /> (2) Footings shall be in accordance with the details <br /> shown andl or the recommendations of the equipment post <br /> manufacturer. <br /> 5-05 CLEANUP: <br /> a. After the various concrete placements have been cured in <br /> an acceptable manner as required by Item 420, Paragraph 420.21 of <br /> the Texas SDHPr Standard Specifications, the forms shall be <br /> carefully removed. All form material, chunks, loose concrete shall <br /> be raked up and removed from the site. All honeycomb shall be <br /> repaired per the requirements of Specification 4, Concrete Work- <br /> General of these specifications. All backfill shall be per the <br /> requirements of Specification 3 of these specifications, and the <br /> details shown on the drawings. <br /> 5-7 <br />