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setbacks trom the right-of-way line, thus preventing structures from being too close to the pathwav. The Peter Grvskiewicz property is shown as Outlot B on the preliminary plat -'- " . "'.L .... '" ... w ... map. If this is the case, the property will need to be purchased trom Mr. Gtyskiewicz, If this is not the case and the property will remain in the hands ofMr, Gryskiewicz, this name should be indicated on the plat map. Utilities This review is to evaluate the layout of the individual utility systems within the boundaries of the school district project and also to review the connections to the current City system to assure that City standards are being observed. A more detailed review of the sewer, water, and storm systems will be completed by the engineering staff when construction plans are submitted for review. The school district project will be served by City sewer, water, and storm sewer. The project will connect to the existing City systems which surround the site. A study was completed by the consulting firm of Maier Stewart and Associates to determine the capacity of the in-place sewer and water systems. The resuits of this study indicate that the existing systems can adequately supply sewer and water services to the site, Sanitary Sewer In general, the sanitary sewer system is split into three individual systems. Each of the three systems is utilizing an 81t PVC pipe which meets City standards. The first system serves approximately 3/4 of the single-family lots and approximately 2/3 of the townhomes in the northeast corner of the project. This segment flows by gravity to the City main in Dale Street. The second system serving the townhome development on the southwest portion of the site also connects to the Dale Street mainline. The third system connects to Western Avenue and will service approximately 10 single-family sites and 17 townhome sites on the eastern portion of the project. The proposed system will flow by gravity to the existing City system. There may be the need for one or two homes to utilize pumping units. This will be determined when the construction plans are reviewed. The Roberts and Grauel sites naturally drain to the northeast, thus no interconnection is required with the school district property, Water Water service to the project will be provided by looping an 81t main from Western Avenue to Dale Street following the main street alignment of the project. The developer is showing 61t leads into each of the cul-de-sacs and tOWnhome developments. An 8" main will be extended into the north end of the site to connect to the Roberts and Grauel property. A 61t main win be extended east from Dale Street to serve the proposed townhome area in the southwestern portion of the development. All watermain installed shall meet the City standard of 8 inches. 7