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Appendix <br />ATTACHMENT 1 <br />SCOPE OF WORK <br />CITY OF SANTA ANA <br />REQUEST FOR PROPOSALS <br />FOR <br />CIVIC CENTER EMGATION PROJECT <br />RFP NO.: 17-127 <br />IRRIGATION SYSTEM <br />PART 1 -GENERAL <br />1.0 SUMMARY <br />EXHIBIT A <br />A. This section covers the furnishings of all materials and performing all operations to provide a complete <br />operable landscape irrigation system as shown on the drawings including the following: <br />1. Trenching, stockpiling excavated materials and refilling trenches. <br />2. Irrigation system components including but not limited to: piping, backflow prevention devices and <br />enclosures, valves, fittings, controllers, wiring and final adjustments as determined by the architect <br />to insure efficient and uniform distribution. <br />3. Testing and inspection of irrigation system. <br />4. Clean-up and maintenance <br />B. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. <br />1.1 GENERAL <br />A. Code Requirements shall be those of State and Municipal Codes and Regulations locally governing this <br />work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but <br />exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by <br />the Architect. <br />B. Conform to the requirements of the reference information listed below except where more stringent <br />requirements are shown or specified in the most current set of construction documents: <br />1. American Society for Testing Material (ASTM), for test methods specifically referenced in this <br />section. <br />2. Underwriter's Laboratories (UL), for UL wires and cables. <br />C. Work involving substantial plumbing for installation of copper piping, backflow prevention devices and <br />other related work shall be executed by a licensed and bonded plumbing contractor. Any necessary <br />permits shall be obtained prior to beginning work. <br />D. Specified depths of pressure supply lines as stated in this section are minimums. Settlement of trenches <br />lower than grades specified on the final grading plans is cause for removal of finish grade treatment, <br />refilling trenches, compacting and repairing of finish grade treatment. <br />E. Follow current printed manufacturer's specifications and drawings for items or information not specified <br />or graphically indicated in the most current set of construction drawings. <br />F. Scaled dimensions are approximate and at times it is not possible to indicate offsets, fittings and other <br />related equipment graphically on the construction drawings. Contractor shall be responsible for minor <br />changes caused by actual site conditions. Before proceeding with any work, the Contractor shall <br />