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Dairy Queen Chill and Grill Page 2 March 6, 2003 City of Lino Lakes, Minnesota hours, etc.), this may create congestion and safety concerns. It is recommended that the Owner address this issue further. In addition, it is recommended that the drive- through exit be extended slightly further south (eliminating one parking space), to route exiting traffic through the parking lot more uniformly. Comments - Drainage Review and Calculations Hydro -Cad calculations have been reviewed and accepted. The proposed site is included within the greater area of the Lino Lakes Market Place Master Plan, which was previously reviewed and approved by the Rice Creek Watershed District. The proposed Dairy Queen Chill and Grill site generally meets the concept design presented in the permit previously approved. Grading, Drainage, and Erosion Control 1. The site area is approximately 1 acre in size. Although the site area has already been approved by Rice Creek Watershed District, erosion control measures will be required, and are addressed on the plans. 2. Under note 7, the Contractor shall provide a sweeper to clean streets and paved areas outside of the project site on a daily basis as needed. 3. The Contractor shall confine all work activity, including storage of equipment and materials, to the site area itself. The Contractor's activity shall not impede or impact traffic access for other businesses and through traffic in the immediate area. All adjacent streets and access drives shall be kept clear at all times. Utilities 1. The proposed site improvements will be connected to either in place utilities or utilities constructed as part of the overall Lino Lakes Marketplace Plan. The Chill and Grill utility plan shows a combination of existing and proposed sanitary sewer, storm sewer, and water facilities. These utilities are not clearly defined as to which are existing and proposed, and whose responsibility it is to construct them. It does appear that all necessary supporting existing infrastructure has been constructed and is in place. . 2. A note must be added that the City of Lino Lakes Utility Supt. Shall be contacted at least 48 hours prior to any utility work, utility connections, or any work in the public right of way performed. 3. 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 or SCH 40 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.