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FINAL DRAFT 02 -23 -2011 <br />8. Existing contours at two foot intervals shown as dashed lines for the subject <br />property and extending 100 feet beyond the outside boundary of the proposed plat. <br />9. Steep slopes where areas with an average slope of more than twelve percent over <br />a distance of at least 50 feet, or bluff areas as defined in the Shoreland Ordinance whichever is <br />applicable. <br />10. Wooded areas , high quality native plant communities, or other officially <br />designated natural resource areas. <br />(i) Proposed Conditions Map <br />1. Maps identifying areas discussed in (h)1 through (h)10 above. <br />2. Location, size, and approximate grade of proposed public sewer and water mains. <br />3. Elevations, sections, profiles, and details as needed to describe all natural and <br />artificial features of the project. <br />4. Proposed grade elevations at two foot intervals shown as solid lines <br />5. An estimate of the total volume (cubic yards) of materials proposed to be <br />imported to or exported from the site. <br />6. Provisions for groundwater management (dewatering), including sub - surface <br />drains, disposals, ponding and flood controls. <br />7. Spot elevations at drainage break points and directional arrows indicating site <br />swale and lot drainage. <br />8. Proposed lot lines, lot and block numbers, building style, building pad location <br />and elevations at the lowest floor and garage slab, if applicable, for each lot. <br />9. Locations, sizes, grades, rim and invert elevations of all proposed stormwater <br />facilities, including ponds, proposed to serve the subject property. <br />10. The location of all oversize, non - typical easements including conservation <br />easements, if applicable. <br />11. Show the boundary of the 100 year flood elevations of all waterbodies. <br />12. Locations of all stormwater management practices, infiltration areas. and areas <br />not to be disturbed during construction. <br />13. Normal water level. high water level, and emergency overflow elevations for the <br />site and all associated ponding systems. <br />8 <br />• <br />• <br />• <br />