06/09/2004 P&Z Packet - Laserfiche WebLink

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Mars /um Lake Townhomes Review Page 3 June 4, 2004 City of Lino Lakes, Minnesota 7. The plans provide building elevations. The lowest floor elevations must meet City of Lino Lakes requirements with regards to separation from adjacent high water elevations and groundwater levels. Based upon the geotechnical information provided, the elevations are acceptable. 8. The preliminary plat provides for standard drainage and utility easements (10 feet in width) around the perimeter of the property as required. In addition, 44 foot wide drainage and utility easements covering the two private driveways are also provided. It is recommended that the driveway easements as shown also be dedicated as access easements in addition to the drainage and utility dedication. 9. All utility work shall be performed in accordance with the City of Lino Lakes, City Engineers Association of Minnesota (CEAM) Specifications, and City of Lino Lakes building permit requirements. Water pipe and appurtenances shall meet the requirements of the City of Lino Lakes, and as follows: Hydrants - Waterous Pacer WB -67; Valves - Mueller A2370 -20 or equal. DIP pipe shall be Class 52. All sanitary sewer service pipes shall be SDR 26 or Schedule 40. The location and number of hydrants will be subject to the review of the City Fire Chief. Safety and traffic control during construction must be provided in accordance with the State of Minnesota Manual of Uniform Traffic Control Devices (MUTCD). 10. All utility extensions and streets /driveways proposed are considered private and will not be owned or maintained by the City of Lino Lakes. This must be detailed in an Agreement between the City and the • Applicant. It is also recommended that the utility plan show the specific locations of individual valve boxes and their service termination points (between street and building). Individual sanitary sewer and water services must also meet minimum separation distances. 11. All grassed or swaled drainage ways must have a minimum slope of 2 %. 12. It is recommended that the proposed storm sewer be extended to the foot of the south driveway to pick up drainage, similar to that proposed for the north driveway. 13. The applicant shall be responsible for obtaining permits from the Minnesota Department of Health and the Minnesota Pollution Control Agency for the water and sanitary sewer installations as required. 14. Multiple excavations into Aqua Circle are proposed for the utility connections. Depending upon the age and condition of the existing street, further restoration of the street may be required. All street restoration shall be performed in accordance with the requirements of the City of Lino Lakes. 15. The lighting layout, number of lights, and type of fixture is subject to the approval of the City of Lino Lakes. •