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Last modified
7/17/2007 12:06:56 PM
Creation date
12/8/2004 12:38:39 PM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
2726
Planning Files - Type
Planned Unit Development
Address
2660 CIVIC CENTER DR
Applicant
INDEPENDENT SCHOOL DISTRICT
Status
APPROVED
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<br />east side of the park ITom the street. It will be necessary to run a pathway or sidewalk <br />along side property lines. In this situation, a pedestrian right-of-way should be used rather <br />than a pathway easement. This will require setbacks from the right-of-way line, thus <br />preventing structures ftom being too close to the pathway. The Peter Gryskiewicz <br />property is shown as Outlot B on the preliminary plat map. If this is the case, the property <br />will need to be purchased from Mr. Gryskiewicz. If this is not the case and the property <br />will remain in the hands of Mr. Gryskiewicz, this name should be indicated on the plat <br />map. <br /> <br />Utilities <br /> <br />This review is to evaluate the layout of the individual utility systems within the boundaries <br />of the school district project and also to review the connections to the current City system <br />to assure that City standards are being obselVed. A more detailed review of the sewer, <br />water, and storm systems will be completed by the engineering staff when construction <br />plans are submitted for review. <br /> <br />The school district project will be seIVed by City sewer, water, and storm sewer. The <br />project will connect to the existing City systems which surround the site. A study was <br />completed by the consulting firm of Maier Stewart and Associates to determine the <br />capacity of the in-place sewer and water systems. The results of this study indicate that <br />the existing systems can adequately supply sewer and water seIVices to the site. <br /> <br />Sanitary Sewer <br /> <br />In general, the sanitary sewer system is split into three individual systems. Each of the <br />three systems is utilizing an 8" PVC pipe which meets City standards. The first system <br />serves approximately 3/4 of the single~family lots and approximately 2/3 of the townhomes <br />in the northeast corner of the project. This segment flows by gravity to the City main in <br />Dale Street. The second system seIVing the townhome development on the southwest <br />portion of the site also connects to the Dale Street mainline. The third system connects to <br />Western Avenue and will service approximately 10 single-family sites and 17 townhome <br />sites on the eastern portion of the project. <br /> <br />The proposed system will flow by gravity to the existing City system. There may be the <br />need for one or two homes to utilize pumping units. This will be determined when the <br />construction plans are reviewed. <br /> <br />The Roberts and Grauel sites naturally drain to the northeast, thus no interconnection is <br />required with the school district property. ' <br /> <br />Water <br /> <br />Water service to the project will be provided by looping an 8" main from Western Avenue <br />to Dale Street following the main street alignment of the project. The developer is <br />showing 6/1 leads into each of the cul-de~sacs and townhome developments. An gu main <br />will be extended into the north end of the site to connect to the Roberts and Grauel <br /> <br />6 <br />
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