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Orono Zonin�• <br /> The}�roperty is currently zoned RR-1B: , � � <br /> Proposed Zoning—RR-1B <br /> Mini.mum 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 /> Reaz Yard Setback—50 feet . <br /> A prelimi.nary plat lot area tabulation sheet is in Appendix A of this narrative. <br /> Site Analvsis: <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 2�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(hayf'ield)on the western half of the site.. The northeastem <br /> � side is sloping with a flat wetland in the middle of the site. A wooded area exists in the southeast <br /> eomer 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 eastem 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 Desi�n: <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 prelim.i.nary plat <br /> application. <br /> Site Gradin�: � � <br /> The site grading is planned to begin in the spri.ng of 2013. The private roadway and the <br /> stoimwater treatment pond will be graded in one phase. Some off-site grading will be required <br /> � on the two adjacent pazcels(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 /> � � <br /> -a � <br /> � <br /> in�noi� , � - �� <br />