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Review File: Riverstone <br />Sketch Plan Exhibits <br />Engineering Review <br />March 29, 2017 <br />Page 2 of 5 <br />9. Final plat documents must have plan and profiles for streets, sanitary sewer, storm sewer <br />and watermain. Plan view must be shown for all pipes extending outside of the right-of- <br />way. <br />Sheet Snecific Comments: <br />Sheet 4: <br />1. A drainage and utility easement must be dedicated along Puma Street for the future Lift <br />Station. See additional comments on utility plan. <br />Sheet 8: <br />1. The future lift station must be placed in a drainage and utility easement outside of the public <br />right-of-way. The lift station must have a driveway access from Puma Street. <br />2. Water valves must be added mid -block near Lot 14, Block 9, Lot 8, Block 13, Lot 7, Blcok <br />12, Lot 14, Block 6, Lot 10, Block 5 and Lot 8, Block 11. <br />3. The manhole information for the structure near Lot 43, Block 9 is not correct. The rim and <br />invert elevations are reversed. The invert elevation is lower than the downstream invert. <br />4. Rim and invert elevations are required on the proposed sanitary sewer in Puma Street. The <br />responsibility for construction of this line and the lift station has not been determined; <br />however, design information must be shown on this plan to ensure that the proposed line <br />will function properly. <br />5. Watermain must be placed on the north side or east side of the road. The location must be <br />changed adjacent to Block 6. <br />6. Sanitary sewer north of the lift station can be 8", not 18" diameter pipe. <br />Sheets 10-13: <br />1. The grading plan must be revised to achieve the following separation distances per the <br />Lower Rum River Watershed Management Organization rules (LRRWMO). <br />The lowest floor elevation of all development, including basements, must be at least 3 feet <br />above the highest anticipated ground water table, 2 feet above the designated or designed <br />100-year flood elevation, or 1 foot above the emergency overflow, whichever is higher. <br />This requirement may be waived if evidence that a lesser separation can be achieved is: <br />• submitted and certified by a geotechnical engineer <br />• reviewed and approved by the city engineer or other party designated by the city <br />engineer, and <br />• approved by the LRRWMO. <br />