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PART 2 -PRODUCTS <br />2.01 PORTLAND CEMENT CONCRETE <br />A. Concrete shall be Class "A" conforming to the requirements of Section 02550 of these <br />Specifications. <br />B. Portland Cement Concrete for foundations shall conform to Section 90-2, "Minor <br />Concrete", of the State Standard Specifications and shall contain not less than 470 <br />pounds of cement per cubic yard, except concrete for reinforced pile foundations shall <br />contain not less than 564 pounds of cement per cubic yard. <br />C. Hand mixing of concrete shall not be permitted. <br />2.02 PAINTING <br />A. Painting shall conform to the provisions of Section 91 "Paint" of the State Standard <br />Specifications, and these provisions. <br />B. All electroliers, standards, pedestals, posts, cabinets, and luminaire housings shall be <br />coated with two-part recoatable epoxy primer and two coats of Hi -solids polyurethane <br />paint, Federal Standard Color Code #10032, dark brown, or approved equal: <br />Epoxy primer: Part A: B67R5 <br />Part B: B67V5 <br />Hi -solids polyurethane: B65T304 <br />Hardener: B60V30 <br />All electroliers, standards, pedestals, posts, cabinets, and luminaire housings on EI <br />Camino Real or within the Downtown Precise Plan area shall used the color "RAL #9017" <br />Traffic Black. <br />C. All signal head mountings, brackets, fittings, outside of vehicle signal heads, and <br />pedestrian signal head housings shall be coated with two coats of enamel, low -luster <br />Pervo Federal Standard Color Code #10032, dark brown, or approved equal. <br />All signal head mountings, brackets, fittings, outside of vehicle signal heads, and <br />pedestrian signal head housings on EI Camino Real or within the Downtown Precise Plan <br />area shall used the color "RAL #9017" Traffic Black. <br />D. Front of backplates and inside of visors of traffic signal heads shall be painted lusterless <br />black. <br />E. Contractor shall submit color chips for approval by City Engineer. <br />F. Painting shall be considered to be included in the contract lump sum price for the work <br />item involved, and no additional compensation will be allowed therefore. <br />G. Touch-up painting shall be provided where required by the City Engineer. <br />2.03 FOUNDATIONS <br />A. Foundations shall consist of Portland Cement Concrete conforming to the requirements <br />of Section 2.01 of these specifications and be constructed to conform to the details shown <br />or called for on the plans. <br />B. Anchor bolts, nuts and washers shall be fabricated from steel conforming to the <br />requirements of ASTM Designation A307. Size and shape of anchor bolts shall conform <br />to the details shown on the plans. Bolts, nut and washers shall be galvanized after <br />fabrication in conformance with the requirements of ASTM Designation A123. All bolts <br />and threads shall be lightly greased prior to acceptance. <br />REV: 12-21-2020 PR <br />ATTY/AGR.2020.306/Bear Electrical Solutions (Page 22 of 35) <br />