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AGREEMENT BETWEEN <br />THE CITY OF NORTH OLMSTED, OffiO <br />AND BURGESS & NIl'LE, LIMITED <br />ENGINEERING AND ARCffiTECTS <br />FOR <br />PROFESSIONAL SERVICES <br />SECTION I-GENERAL <br />This AGREEMENT m.ade at North Olmsted, Ohio tlus ?)? day of /11,ry , 2001, by and <br />between the CITY of North Olmsted, Ohio, hereinafter designated as the "CITY" and Burgess & <br />Niple, Limited, Engineers and Architects, hereinafter designated as the "E/A", whose offices are <br />located at 1300 E. 9`h Sireet, Suite 612, Cleveland, Ohio 44114, and 5085 Reed Road, Columbus, <br />Ohio 43220. <br />WITNESSETH: The CTTY desires to rehabilitate the Springvale Golf Course Dam <br />WHEREAS: The CITY requires the professional services of the E/A to prepare <br />The necessary technical documents, plans, specifications and contract documents, as well as <br />providing site visits through the construction period. <br />NOW, THEREFORE, in consideration of these prernises and the mutual covenants hereinafter <br />set forth, it is agreed as follows: <br />SECTION II-GENERAI, PROFESSIONAL SERVICES <br />A. Description of Work. The Scope of Work has been developed in response to the CITY's <br />Request for Proposal, a subsequent site visit, and our telephone conversation. The main <br />goals of the Scope of Work are to allow the present Springvale Golf Course Dam to be <br />rehabilitated, to provide water storage for irrigation use which maintains a pond for <br />aesthetic puiposes, and to spend no more than approximately $100,000. In order to rneet <br />these goals, the proposal assumes that the rehabilitation dam must be either less than 6 feet <br />high regardless of storage volume or less than 10 feet high with storage volume of less <br />than 50 acre-feet. <br />The proposed improvements to the Springvale Golf Course Dam include: <br />1. Removing completely the existing concrete spillway <br />2. Removing all trees and brush on the existing dam. <br />3. Repairing the existing dam embankment to side slopes of 3 horizontal <br /> to 1 vertical. <br />4. Lining the existing pipe spillway with HI'DE pipes. <br />5. Replacing the existing pipe spillway exit headwall. <br />6. Removing the existing pipe spillway entrance headwall and installing a <br /> pipe riser with adjustable weir or valve. <br />7. Constructing a grass-lined emergency spillway in the high ground just <br /> north of the existing dam. <br />1.