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City of Ramsey <br />15153 NOWTHEN BOULEVARD N.W., RAMSEY, MINNESOTA ,55303 <br /> <br />PHONE: (763) 427-1410 FAX (763) 427-5543 <br /> TDO (763) 42%8591 <br /> <br />I <br />I <br />I <br /> <br />-184- <br /> <br />February 1, 2001 <br />Revised February 21,2001 <br /> <br />Mr. Dennis Sharp <br />Sharp and Associates <br />10907 93fa Ave. North <br />Osseo, MN 55369 <br /> <br />Re: Site Plan - Sunfish Gateway <br /> <br />Dear Mr. Sharp: <br /> <br />We are in receipt ora TopograpNc Survey prepared by E.G. Rud & Sons consisting of one page, <br />a Utility, Grading, and Erosion Control Plan submitted by Plowe Engineering, Inc consisting of <br />one page, and, a Site Plan, a Landscaping Plan, a Floor Plan, and Exterior Elevation Plan <br />prepared by Lampert Architects consisting of nine (9) sheets, dated January I 0, 2001. We offer <br />the following comments: <br /> <br />Generah The site plan proposes to develop a 60,280 square foot two-story multi-tenant <br />office/warehouse/showroom structure. The site is located in the Northwest comer of the <br />intersection of McKinley St. N.W. and Sunfish Lake Blvd: (CSAH 57). <br /> <br />Zoning: The site is currently zoned I Industrial. City Code permits multi-tenant buildings in <br />Industrial Zoning District. <br /> <br />Lot Coverage: The Industrial district restricts lot coverage to 35%; the site plan is proposing to <br />construct a building footprint of 50,062 square feet on 9.7 acres, which equates to approximately <br />a 11.8% lot coverage. <br /> <br />Utilities: The facility will be served by municipal sewer and water facilities. The City will accept <br />8" sewer from Manhole #1 to the existing manhole provided that it is constructed to City <br />standards and an easement is granted. However, the proposed routing runs beneath Pond 1. An <br />alignment down the driveway would be preferable. It may also be advisable to extend the sewer <br />to north of the pavement at this time to minimize future disruption of the facility. <br /> <br />The watermain should be lei5 as an eight inch main for future extension and looping of the main. <br />The development is subject to the standard sewer and water trunk and lateral fees. <br /> <br /> I <br /> I <br />-I <br /> <br /> <br />