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Orono Zoning: <br />The property is currently zoned RR-lB: <br />Proposed Zoning-RR-lB <br />Minimum Lot Area-2.0 acres <br />Minimum Width-200 feet <br />Front Yard Setback -50 feet <br />Side Yard Setback -30 feet / 50 feet (street) <br />Rear Yard Setback -50 feet <br />A preliminary plat lot area tabulation sheet is in Appendix A of this narrative. <br />Site Analysis: <br />The site is bordered on the north by two existing homes. Both of these home sites were part of <br />the plat application for Bayview Farms 2nd Addition. Access to the site is between these two <br />homes within two proposed outlots. There are existing home sites surrounding the property. <br />The site consists of existing farmland (hayfield) on the western half of the site. The northeastern <br />side is sloping with a flat wetland in the middle of the site. A wooded area exists in the southeast <br />comer of the site. Please see the existing conditions plan and the aerial site plan. <br />The site topography is sloping within the site with peak elevations on the north end of the site at <br />+/-1010 and sloping to the east and west. One wetland was delineated on the site in the middle <br />of the eastern half of the side. The wetland elevation is+/-960 to 961. No wetland impacts are <br />proposed for this project. <br />The Soil Survey of Hennepin County indicates Lester, Cordova, Hamel, and Angus Loams over <br />most of the site. The soils that are present on most of the site consist of mostly moderately <br />drained loams and clayey loams with a moderate to low permeability. These soil types are <br />typically suitable for residential development. <br />The site is within the Minnehaha Creek Watershed District. <br />Street Design: <br />"BAYSIDE MEADOWS" proposes to have 20' wide bituminous pavement private streets with a <br />2' gravel shoulder, and a 2' deep ditch, the ditch bottom will be 3 feet with 3: 1 slopes. All streets <br />will be constructed to the section proposed by the pavement design recommendations of the <br />geotechnical engineer. A copy of the pavement design report, prepared by Haugo Geotechnical <br />Services (Dated: January 10, 2013, Project #13-010) was submitted with the preliminary plat <br />application. <br />Site Grading: <br />The site grading is planned to begin in the spring of 2013. The private roadway and the <br />stormwater treatment pond will be graded in one phase. Some off-site grading will be required <br />on the two adjacent parcels ( 4645 and 4665) for the private drive construction. The proposed <br />house placements on Lots 1-5 are for illustrative purposes only, we have shown some possible <br />future contours. Some minor lot grading adjustments may be required to balance the overall site <br />-4- <br />1/23/2013 359 ).