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3. Excavation and removal of materials other than normal solls, such as rock, muck, etc. state wheFe the pF.GieGt is leGated aFe FequiFed . The fbundatieF�*aw' Rgs must list the FAGMent, Shea E. Foundation Drawings: Project specific foundation drawings stamped by a registered engineer in the state where the project is located are required. The foundation drawings must list the moment, shear (horizontal) force, and axial (vertical) force at ground level for each pole. PART 3 — QUALITY CONTROL 3 .1 MATERIALS A. Approved Materials : All materials supplied by the contractor under the provisions of these specifications and plans shall be new materials of the kind and character called for by the specifications. Defective equipment or material damaged in the course of installation or tests shall be replaced or repaired in a manner satisfactory to the owner. All materials and equipment to be furnished under these specifications shall be the standard product of a manufacturer regularly engaged in the production of such material and shall be the manufacturer's current standard design. B. Alternate Materials: The materials specified have been determined to have characteristics appropriate for the purposes of this project. No bid will be approved which proposes to use a non-approved substitute . Substitutions will not be considered in determining the lowest responsive bid . The owner engineer reserves the right to reject any or all bids. 3.2 FIELD QUALITY CONTROL A. Illumination Measurements: Upon substantial completion of the project and in the presence of the Contractor, Project Engineer, Owner's Representative, and Manufacturer's Representative, illumination measurements shall be taken and verified. The illumination measurements shall be conducted in accordance with IESNA RP-6-01 , Appendix B . B. Correcting Non-Conformance: If, in the opinion of the Owner or his appointed Representative, the actual performance levels including footcandles, uniformity ratios , and maximum kilowatt consumptions are not in conformance with the requirements of the performance specifications and submitted information , the Contractor shall be liable to any or all of the following : 1. Contractor shall at his expense provide and install any necessary additional fixtures to meet the minimum lighting standards. The Contractor shall also either replace the existing poles to meet the new wind load (EPA) requirements or verify by certification by a licensed structural engineer that the existing poles will withstand the additional wind load. 2. Contractor shall minimize the Owner's additional long term fixture maintenance and energy consumption costs created by the additional fixtures by reimbursing the Owner the amount of $1, 500. 00 (>rfteen hundred dollars) for each additional fixture required. 3, Contractor shall remove the entire unacceptable lighting system and install a new lighting system to meet the specifications. 4 . Due to MiLB's yearly audits, contractor shall be responsible for meeting all light levels and uniformities. If specifications are not achieved , manufacturer will be responsible for all said cost: parts , labor, cranes , or any other materials . 44 FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1042 VB Sports Village Lighting\Admim\bid documents\ADDENDUMNO. l TECH SPECS 1 -7-1 Ldoc