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Identification of soils by type and location, including identification of the water table, and <br />suitability of soil for the proposed development. <br />h. Areas located in a flood hazard zone as identified by the department of natural resources. <br />(4) Topographic map. The topographic map shall be drawn at a scale of one inch equals 100 feet <br />and shall contain the following information: <br />a. Two -foot contour intervals. <br />b. Watercourses, rock outcroppings, and other significant land features shall be indicated. <br />c. Use U.S. Geological Service datum for mapping. <br />Floor plans and elevations. All floor plans and elevations shall be drawn to a legible scale and <br />shall provide the following: <br />a. Floor plans indicating square footage and dimensions of all proposed rooms and areas within <br />the structures. <br />b. Elevations of the proposed building, identifying exterior treatment, materials to be used, and <br />paint color. <br />(6) Platting requirement. If a land subdivision is required, the subdivision requirements of article III of <br />this chapter shall be followed. <br />(I) Requirements for final plan. <br />(1) Final site plan. The final site plan shall be prepared at a scale of one inch equals 50 feet, 100 feet <br />or 200 feet, and shall provide the following: <br />a. Location of proposed structures. <br />b. Location of proposed driveways and parking areas (all driveways and parking must have <br />curbing). <br />c. Front, rear and side yard setbacks shall be indicated. <br />(2) Final landscape plan. The final landscape plan shall be drawn at a scale of one inch equals 50 <br />feet and shall provide the following: <br />a. Plant types (botanical and common names), number, location, and size. <br />b. Areas to be sodded. <br />(5) <br />(3) <br />c. Location of existing vegetation. <br />d. Trees to be removed shall be indicated. <br />Grading and drainage plan. The grading and drainage plan shall be drawn at a scale of one inch <br />equals 50 feet, 100 feet or 200 feet and shall provide the following: <br />a. Existing and proposed, grades with a minimum of two -foot contour intervals to a known sea <br />level datum. <br />b. Sufficient spot elevations on all proposed hard surface areas. <br />c. Estimated runoff of the area based on ten- and 100-year storm events. <br />d. Provisions to carry runoff to the nearest adequate outlet, such as storm drain, natural <br />drainageway, or street. <br />e. Location of proposed ponding areas, indicating the size and depth of the pond and amount <br />of acre feet of water to be stored. <br />f. Finished floor elevations of all buildings. <br />g. <br />c. Location of existing vegetation. <br />Page 4 <br />