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■ ■ <br />rr- f,' ; <br />I <br />yy&rTsiti <br />*■ <br />^f.• • ■" ' <br />%■ <br />IP'^‘m,'!S-,r <br />v: v <br />!\ti <br />’f 'V'■!;,■m <br />m <br />fi <br />. / <br />:.ir;'i <br />V ' <br />!v Jt: <br />.f <br />• r \ <br />I-' ■ <br />L <br />;i <br />- -4mm1 <br />construction of a westbound bypass lane and an eastbound right turn lane on CSAH 6 to <br />facilitate adequate trafGc patterns. The access street should be constructed adjacent to or <br />centered on the east property line of the site. The sports facility should be required to provide <br />a 60 foot wide right-of-way along the east property line. If the road is to be centered on the <br />east property line, 30 feet of property should be purchased by the sports facility from owner of <br />the adjacent property, together with 30 feet of the sports facility site, to be used as right-of-way. <br />We recommend that the access road be constructed 42 feet wide, from face to face of B618 <br />concrete curb and gutter. This width will allow a left turn lane onto CSAH 6. The road could <br />be narrowed to 32 feet wide, south of the left turn lane. The access road should be constructed <br />to the south line of the facility site v/ith a 50 foot radius cul-de-sac at the end. When the school <br />property devel.jps, they should be required to construct School Drive to the east and connect <br />to the access road, providing a through street for the area. TTie driveway from the sports facility <br />parking lot to the access road should be a minimum of 100 feet south of the proposed right turn <br />lane on CSAH 6. <br />The drainage for the site runs northwesterly to the intersection of Old Crystal Bay Road and <br />CSAH 6, by means of an existing ravine that traverses the site. The drainage eventually reaches <br />Katrina Lake which is within the Minnehaha Creek Watershed District. A stormwater detention <br />pond should be designed uoth for storage capacity and phosphorus removal for the stormwater <br />runoff of the sports facility and future school. Ponding and drainage easements should be <br />provided to the City. <br />The property north and east of the proposed sports facility is zoned for residential development. <br />Parking areas for public recreation areas such as the proposed sports facility and adjacent <br />playfields and ball fields are known to create numerous inconveniences to such residential <br />properties. With issues such as noise and aesthetics in mind, we recommend that the parking <br />areas be located to the west and south of the sports facility. The sports facility would be moved <br />north ana east of the proposed location to accommodate this pa^ king lot shift. The parking lots <br />would then be located in a more convenient area for the people using the playfields and ball <br />fields. The residential property could be buffered from the sports facility by installing berms <br />and landscaping along the north and east property lines. <br />We hope this engineering overview will be of use to the City Council and City Planning <br />Commission with their review of the proposed development. We would be pleased to meet with <br />the City Staff at their convemence, to discuss the above review and recommendations. <br />Please contact me or Glenn Cook at this ofBce it you have any questions. <br />Yours very truly, <br />BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, LNC <br />Shawn D. Gustafson, P.E. <br />SDG:dh <br />■I <br />d