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I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />14. <br /> <br /> If residential, state type, number of dwelling units, and <br />approximate net density (excluding State, County, and MSA road right-of- <br />ways and wetlands). <br /> <br />15. <br /> <br /> Areas, other than streets, pedestrian ways and utility easements, <br />intended to be dedicated or reserved for public use, including the size of <br />such areas. <br /> <br />16. <br /> <br />Building setback lines. <br /> <br />17. <br /> <br />Additional information as requested by Staff. <br /> <br />Us <br /> <br />Grading Plan <br /> <br /> Topographic data, including contours at vertical intervals of not <br />more than two feet, except that where the horizontal contour interval is <br />100 feet or more, a one foot vertical interval shall be show 9.50.03 <br />courses, lakes wetlands, limits of flood plains and other ~_~ ........ <br />physical features shall be delineated. The ordinary high water elevation <br />and 100 year Flood Plain elevation shall be identified. U.S.G.S datum <br />survey shall be used for topographic mapping. <br /> <br />2. All high points and emergency overflow elevations shall be <br /> provided. <br /> <br /> Soils data, including classification of all surface soils, in <br />accordance with the Soil Conservation Service Classification system and <br />logs of borings sufficient in number and depth to establish the elevation of <br />the water table and soil types throughout the plat. <br /> <br /> If the subdivision is to be serviced with on site systems, the soil <br />types shall be identified. For each lot having less than 30,000 square feet <br />of Class I soils, the location of a septic field and alternative field must be <br />identified. <br /> <br /> Locations and invert elevations of storm sewers and drainage <br />ditches and culverts within the plat and to a distance of 100 feet beyond <br />the plat. <br /> <br /> Drainage area map of existing subdivisions showing the acreage <br />of each drainage area (existing and proposed) as well as providing the <br />predevelopment and post development runoff rate, in cfs, for the 10 year <br />and 100 year storm events. <br /> <br />Pre and post runoff calculations.' <br /> <br />9.50 Subdivision Regulations <br /> <br />9-9 <br /> <br />March 2003 Draft <br /> <br />-387- <br /> <br /> <br />