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• Mr. Steve Ach <br /> February 23, 1996 <br /> Page Four <br /> The Menards facility proposed for Lot 1 has a first floor elevation of <br /> 998.0. The highway directly in front of this site has an elevation of <br /> approximately 985.0. These two are much closer to the same elevation. <br /> The most southerly lot is proposed to have a building elevation of 974.0. <br /> The highway directly in front is at approximately 980.0. In this instance, <br /> the highway is actually higher than the building site. <br /> 3. Storm drainage will be handled in two ways. The parking lots and fronts <br /> of the building will be collected in a storm sewer system which ties into the <br /> existing storm sewer system on the Sax Food Store lot. This will convey <br /> the runoff directly to the existing pond along 193rd Avenue. Much of the <br /> rooftops and rear of the site will be directed to the a new pond constructed <br /> behind the most southerly lot. This will provide for treatment of the runoff <br /> and then it will be conveyed through existing storm sewer again to the pond <br /> located adjacent to 193rd. From this pond, the outfall flows to the large <br /> wetland south of 193rd located between the Cherryhill Bluffs plat and <br /> Hillside Crossing South. Currently, this regional wetland does not have an <br /> • <br /> outlet, although one is planned for when necessary. <br /> 4. The north end of this site is also the north end of the urban service area. <br /> Therefore, the sanitary sewer is extended far enough north to provide <br /> service to Lot 1 and Outlot B. At the north end of the sanitary sewer run, <br /> the last manhole is constructed in the boulevard area adjacent to Evans <br /> Street such that if further extensions were deemed necessary in the future, <br /> they could be accomplished without total disruption of Evans Street. <br /> 5. The watermain on the site is looped around the Menards site, which also <br /> then provides a loop around Outlot A at the south end of the site. <br /> Provisions are made for potential looping, if necessary, on the two <br /> northerly sites. Again, the watermain is extended outside of the street so <br /> that any extensions to the north can be accomplished without disruption of <br /> Evans Street. There is also a provision for an extension westerly under TH <br /> 169 to provide a loop in that direction in the future. <br /> D. MISCELLANEOUS ITEMS <br /> 1. As with similarly sized commercial developments, the Developer should <br /> make and pay for the necessary off-site improvements. These would <br /> 111 include the following: <br /> ■ All improvements to 197th Avenue from TH 169 to the transition <br /> back to the existing roadway in Deerfield 2nd Addition. <br /> 230/297-2201.feb <br />