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• Marshan Lake Townhomes Review City of Lino Lakes, Minnesota Page 3 September 2, 2004 Agreement between the City and the Applicant. The utility plan shall also 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. 10. In addition to the requirements of the City of Lino Lakes, all utility work shall be performed in accordance with the Standard Specifications of the City Engineers Association of Minnesota (CEAM). Water pipe and appurtenances shall meet the requirements of the City of Lino Lakes, and as follows: Hydrants - Waterous Pacer WB -67; Valves - Mueller A23 70 -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). 11. Catch basin/manhole castings for the swale /turf areas must be specified, subject to the approval of the City of Lino Lakes. 12. The applicant shall be responsible for obtaining permits_fr_om the Minnesota Department of Health and the Minnesota Pollution Control Agency for the water and sanitary sewer installations as required. •l �. All street restoration shall be perfonned in accordance with the requirements of the City of Lino Lakes. •