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• Eagle Brook Church Review City of Lino Lakes, Minnesota Page 7 November 5, 2003 5. All grading shall be confined to the property. No additional runoff from the site shall enter upon neighboring properties. If grading requires any work into the adjoining property, the Contractor shall be responsible for attaining authorization as needed. The grading and stormwater routing for the County Road 21 ditch system in relation to the property must also be shown. 6. Proposed storm sewer outlet and inlet invert elevations, and drainage structure rim elevations must be shown on the Grading Plan at all locations. Pond outlet details for each outlet area are needed, and can be provided on a Detail Sheet. 7. Easements shall be provided around all wetland and stormwater detention areas. Utility Plan The Utility Plan submitted at this time provides a general overall design for the utility system (water, sanitary sewer, and storm sewer). Much of the detailed information required for construction Plans has not yet been provided. However, the following general comments can be made regarding the Utility Plan at this time: 1. Profile sheets, construction notes, service locations, and other pertinent information typical of utility construction Plans shall be provided accordingly. All utility system materials and installation methods shall follow City of Lino Lakes engineering standards, and the requirements of the Standard Utilities Specifications of the City Engineers Association of Minnesota. These requirements must be specified on all Utility Plan, along with additional construction notes that include the following: a legend, provisions for private utilities, references to City of Lino Lakes requirements for utility notifications and shut - downs, traffic control and safety requirements. 2. All utility installations shall be performed in accordance with the recommendations of a geotechnical engineer. It is our understanding that a geotechnical investigation of the site has been conducted. A copy of the geotechnical investigation and report must be provided to the City. 3. All trenches (including services) shall be backfilled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3 -feet. 4. 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. City standards must be identified 011 the plan or provided on a detail sheet. Well installation shall and the water distribution system shall conform to the requirements of the Minnesota Department of Health and Department of Natural Resources as applicable. 5. The Grading and Utility Plans shall include notes providing for erosion and sedimentation control. 6. All storm sewer pipes must be RC pipe. Pipe sizes, grades, and structure invert and rim elevations must be provided.