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I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Preli:minary Plat Review: Alpine Acres <br />May 16, 2003 <br />Page 3 of 6 <br /> <br />e. Lots 11 through 14 and Lots 25 through 20 <br />f. Lots 42 through 55 <br />g. Lots 39 through 47 <br /> <br />7. The driveway collector serving Lots 1 through 16 appears to spill out onto a turfed area. <br /> Storm sewer should be used to carry this mnoffto Pond 1. <br /> <br />The following locations are areas slxowing adjacent drainage flowing intc~ townhouse <br />units. Additional detail needs to be provided at each of these locations to illustrate how <br />the units will be protected from flooding and maintain grades of at least one percent <br />around these units <br /> <br />a. Lots 17 through 20 <br />b. Lots 21 through 24 <br />c. Lots 37 through 42 <br />d. Lots 43 through 48 <br />e. Lots 75 and 76 <br />f. Lots 83 and 84 <br />g. Lots 91 and 92 <br />h. Lots 99 and 100 <br />i. Lots 104 through 107 <br /> <br />9. The location, size and inverts of the equilizer culvert across Alpine .Drive should be <br /> shown. <br /> <br />10. A table specifying house type, garage elevation, minimum floor elevations, and street Or <br /> drive centerline elevation needs to be provided. <br /> <br />Wetlands: Four wetiand areas have been identified within this proposed development. Three of <br />these wetlands are small pocket wetlands less than one acre in.size. The fourth wetland is a <br />segment of DNR protected wetland 114P. These wetlands have been delineated on three separate <br />dates during 2002 by Robert JF Merila. Two of the small wetlands are proposed to have minor <br />areas filled. <br /> <br />These delineations need to be verified by the Anoka Soil Conservation District. A permit for <br />wetland filling must be obtained from the Lower Rum River Water Management Organization. <br /> <br />Traffic Generation Analysis: A traffic generation analysis dated April 24, 2003, has been <br />prepared by James Johnson PE. This analysis is an update of a previous traffic analysis prepared <br />for the formerly proposed Villas of'Meadow Point_on this same site. There has been a net change <br />between this and the former proposed development of seven, from 196 to 203 units. The results <br />of this traffic generation analysis show a 2005 levels of service no lower then "C" for the closest <br />three intersections. These intersection include Alpine Drive and County Road 57, Alpine Drive <br /> <br /> <br />