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P Plat, CherryHill Bluffs 2nd Page 2 <br /> March 19 , 1993 <br /> • considered by the City Council at the same meeting they <br /> consider the preliminary plat. <br /> Mr. Foster is also requesting variances for two streets in this <br /> plat; 1 . ) Evans Avenue, which is proposed to be a 1, 335 foot <br /> long permanent dead-end and, 2 . ) Freeport Avenue, which is <br /> proposed to be a 1,720 foot long temporary dead-end. This <br /> dead-end would be eliminated when MnDOT subdivides their <br /> maintenance site. <br /> LOT SIZES <br /> Although Lots 1, 2, and 3 of Block 2 lie within a PUD, the <br /> majority of the plat lies within the R-lc zone. Staff <br /> recommends R-lc standards are used throughout the plat. R-lc <br /> standards are a minimum lot size of 10, 000 square feet with 80 <br /> foot of frontage (increased to 100 feet for corner lots on both <br /> sides abutting the street) . Setbacks in the R-lc zone are 30 <br /> foot front, 10 foot side, and 10 foot rear. No lot sizes were <br /> provided, but staff recommends that the minimum square footage <br /> is verified prior to final plat. <br /> The preliminary plat incorrectly notes the minimum width is <br /> measured at the setback line only. Section 1008 . 14 (5) (b) <br /> states that the minimum width is required at the setback line <br /> • and also the right-of-way line except where the lot lines do <br /> not run parallel . The following lots do not meet this standard: <br /> 1 . Lots 7 and 12 of Block 4 <br /> 2 . Lot 13 of Block 3 <br /> 3 . Lot 1 of Block 13 (questionable if a cul-de-sac is <br /> added in this location) <br /> 4 . Lot 10 of Block 1 <br /> 5 . Lots 12 and 13 of Block 1 ( if the adjacent Street is <br /> not moved southward and one of these lots is <br /> eliminated, it would result in a triple frontage lot) . <br /> MNDOT REVIEW <br /> Since this plat abuts Highway 169, MnDOT review is required. <br /> Staff has received comments back from MnDOT. Their two issues <br /> are drainage and noise. <br /> DRAINAGE <br /> Outlot D in the southeast corner of the plat is a retention <br /> area, which takes a large portion of the drainage from <br /> Deerfield Fourth. It currently does not have an outlet. Terry <br /> Maurer, City Engineer, comments on this in his attached memo <br /> dated March 16, 1993 . Staff concurs that an outlet from this <br /> . drainage area would be desirable, however, if piping is <br /> required, it is questionable who would be responsible for the <br /> cost. <br />