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• Mueller Office Facility Review Page 3 - March 6, 2003 City of Lino Lakes, Minnesota • All grading shall be confined to the property. No additional runoff from the site shall enter upon neighboring properties. Along the south property line where a swale is proposed, the existing ground elevation appears to slightly slope up as the property line approaches Lake Drive. There are also trees along the property line at this location. If grading requires any work into the adjoining property, the Contractor shall be responsible for attaining authorization as needed. 5. Hydro -Cad calculations have been reviewed and accepted. 6. Type A soils for the site are specified in the drainage calculations. No mining and removal from the site of Type A soils shall be permitted. Any soil imported to the site will be allowed only upon approval of the City Engineer. The plan states that existing topsoil is to be salvaged and re -used. No topsoil may be imported to the site without approval of the City Engineer. Sheet 2 - Utility Plan 1. The watermain tap should state connect to existing 12" watermain rather than existing 6" watermain. 2. The location and condition of the existing sanitary sewer service must be verified prior to making connection. In the event the existing service is not deemed adequate or in good condition, a new service shall be extended from the 21" sewer main. 3. The existing 15 LF of 1" copper should be disconnected and capped at the main. 4. A note must be added that the City of Lino Lakes Utility Supt. must be contacted at least 48 hours prior to any utility work, utility connections, or any work in the public right of way performed. The plans must provide an additional note stating that the Contractor shall be responsible for verifying and locating all underground utility locations, and must contact Gopher State One Call in accordance with State of Minnesota Regulations prior to performing and excavating. 5. A note must be added that all sanitary sewer and water main installed as part of this project shall be installed, tested and accepted per the requirements of the City of Lino Lakes, Specifications of the City Engineers Association of Minnesota, the Minnesota Department of Health, and the Minnesota Pollution Control Agency as required. Sanitary Sewer service pipe shall be SDR 26 and ductile iron water pipe shall be CL 52. Gate Valves shall be Mueller A- 2370 -20 with mechanical joints, meeting AWWA Specifications C500 -61. Valve Boxes shall be Mueller H -10357 with H -10361 drop lid and extensions shall be Mueller H- 10363. 6. The utility notes must be numbered to provide order and clarity. Sheet 3 — Landscaping 1. General Landscaping Notes must be numbered.