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8.The westerly 33 feet of the property will be dedicated as Townline Road <br />public road right-of-way. <br />9.The developer will grant to the City standard Drainage and Utility <br />Easements along lot lines. <br />10. Primary and alternate on-site sewage treatment system sites have been <br />identified for proposed Lots 1 and 2, as shown as Tracts A and B on the <br />survey by Paul B. Schoborg dated September 16, 2003. <br />NOW, THEREFORE, BE IT RESOLVED, that based upon one or more of the <br />fmdings noted above, the City Council of the City of Orono hereby approves the <br />preliminary plat application of Christopher Diesen at 1100 Townline Road per <br />preliminary plat drawings by Paul B. Schoborg, dated September 16, 2003, subject to the <br />following conditions: <br />1. Both proposed Lots I and 2, as shown as Tracts A and B on the survey by <br />Paul B. Schoborg dated September 16, 2003, shall be served off the existing <br />driveway access from Townline Road. Access easements shall be provided <br />over the existing drive for proposed Lots 1 and 2. <br />2. The private driveway shall be pri^ ately maintained per the appropriate access <br />easemcnt/maintenance documents to be executed by the subdivider. The <br />subdivider shall create a homeowners association for each ownership shared <br />driveway and maintenance. <br />3. All identified primary and alternate sewage treatment system drainfield sites <br />within the subdivision shall be fenced off by the subdivider prior to any land <br />alterations, and such fencing shall remain in place until such time that each lot <br />is developed. <br />4. Subdivider shall develop covenants for each Lot for protection of drainfield <br />sites within each Lot. Covenants shall include protective language for <br />alternate septic sites along wnth site plans locating both primary and alternate <br />sites. Subdivider shall include language alerting future property owners of the <br />need to protect sites on adjacent properties. <br />Page 3 of 7 <br />.4*