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1 <br />1 <br />1 <br />• <br />YAN <br />inches in diameter discharging in to I35W Right of Way. Total dry storage volume of the bio- <br />basin of 4.7 acre -ft and peak discharge of 1.72 cfs is planned. The bio- basin's storage depth will <br />bounce for each of the various rainfall frequency events with maximum depth varying from 3.3 <br />to 6.7 feet in depth. <br />Due to these planned impacts to this wetland area, wetland regulations will not allow this area to <br />continue to be classified as a wetland. Wetland mitigation offsite of Basin A is planned <br />Per communications with city staff and DNR Area Hydrologist, Mr. Tom Hovey APPLICANT <br />understands that the ordinary high water (OHW) elevation of the nearest lake (George Watch <br />Lake) to the southeast of the site is 883.5 to 884.0 and has a high water elevation of 886.0. This <br />brings the OHW into the northern` shoulder right -of -way of I34W and the floor of the bio- <br />retention basin to the 886.0 elevation. <br />APPLICANT will progress with Rice Creek Watershed District approval of the grading, <br />drainage, and wetland impact/mitigation plan. The project will require approvals from the <br />watershed district and city. <br />SITE ACCESS AND TRAFFIC <br />The site will gain access from two (2) planned locations long Lake Drive and one (1) location at <br />77th Street. Apollo Drive is planned to extend easterly into the site and turning north and <br />connecting nearly mid -site at 77th Street. A secondary access point is planned along Lake Drive <br />north of Apollo Drive. <br />The City is conducting traffic and roadway feasibility studies for improvements necessary due to <br />normal growth, other developments underway, and this APPLICATION. The City as to roadway <br />widths, lane configurations, center islands, traffic signals and right -of -way requirements has not <br />released preliminary design considerations. <br />APPLICANT has provided all information it City as to projected traffic volumes and will <br />continue to support the traffic and roadway study needs. <br />PARKING VARIANCE REQUEST AND SITE CIRCULATION <br />Parking requirements for the development are established per City Zoning Ordinance, Section 3 <br />General Requirements, Subdivision 5 Off- street Parking. The site is zoned SC - Shopping <br />Center and under Para. F - Number of Spaces Required item 16 states, "Shopping Centers. Five <br />and one -half (5 V2) spaces per each one thousand (1,000) square feet of gross leasable floor area <br />(exclusive of common areas)." Para. F - Number of Spaces Required item 15 states "Retail Store <br />and Service Establishment. At least one (1) off - street parking space for each two hundred (200) <br />square feet of floor area." <br />• APPLICANT is requesting a parking variance of 193 parking spaces for the 5 /2 per 1,000 square <br />feet or 21 parking spaces for the 5.0 per 1,000 square feet requirements. APPLICANT is <br />PARSONS <br />TRANSPORTATION GROUP <br />Button Aachmun • Ds Louw, Luther, • Steinman <br />Town Center Narrative <br />Page -13- <br />01/15/01 <br />