Laserfiche WebLink
CITY OF SANTA ANA <br /> SPECIFICATIONS <br /> PROJECT NO.: 25-6030 <br /> TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD <br /> AVENUE <br /> All material removed for pole foundations shall become the property of the Contractor and <br /> shall be disposed of outside the site of work by and at the expense of the Contractor. <br /> The height of foundations shall be 18"above grade for Type P cabinet and 4"above grade <br /> for Type 332 cabinet or Type ATCC cabinet. <br /> Foundation concrete shall be vibrated to eliminate air pockets. <br /> Contractor shall define exact location of all utilities in the vicinity of the new foundations, <br /> by hand digging if necessary. After all utilities are established, Contractor shall contact <br /> the Engineer for authorization of specific foundation location. Foundations shall be hand- <br /> dug until clear of obstructions. <br /> Foundations for traffic signal and luminaire mast arm poles shall be constructed to ensure <br /> that the traffic signal or luminaire mast arm is perpendicular (with a tolerance of 2° from <br /> perpendicular)to the adjacent tangent curb face or to the alignment as shown on the plans. <br /> Foundations that do not provide the proper alignment of the traffic signal or luminaire mast <br /> arm(as specified above)shall be completely removed and reconstructed at the Contractor's <br /> expense.The Contractor shall verify the proper alignment of the traffic signal pole or <br /> electrolier foundation anchor bolts prior to placement of Portland cement concrete. <br /> As included in the contract documents, the Contractor shall locate and install foundations <br /> as directed by the Engineer. No foundation shall be located within five feet of a water <br /> meter or fire hydrant. <br /> The top two inches of the concrete foundation shall be grouted after they are in position. <br /> The exposed portions of the foundations shall be formed to present a neat appearance. <br /> Replace pavement or sidewalk in kind to match existing material, color and pattern, from <br /> score mark to score mark, after foundations have been installed. <br /> 4.14 STANDARDS, STEEL PEDESTALS AND POSTS <br /> Standards, steel pedestals and posts shall conform to the provisions in Section 56-3, <br /> "Standards,Poles,Pedestals, and Posts," of the Caltrans Standard Specifications and these <br /> Special Provisions. <br /> The Engineer shall approve the location of all standards, steel pedestals, and posts in the <br /> field,prior to installation. <br /> Contractor shall furnish all new nuts, bolts, washers, foundation anchors, pole caps, hand <br /> hole covers, and other hardware, as required to provide the intended installation, for all <br /> Contractor-furnished or relocated equipment. Nuts, bolts, washers, foundation anchors, <br /> pole caps, hand hole covers and other hardware shall comply with the Caltrans Standard <br /> Specifications, Caltrans Standard Plans, these Special Provisions, and the Plans. <br /> 63 <br />