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04/19/2014 P&Z Packet
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04/19/2014 P&Z Packet
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6/17/2022 12:20:14 PM
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P&Z
P&Z Document Type
P&Z Packet
Meeting Date
04/09/2014
P&Z Meeting Type
Regular
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considered premature, is consistent with the original PUD and meets the performance <br />standards of the subdivision and zoning ordinance. <br />Blocks and Lots <br />The preliminary plat amendment creates 5 blocks with 32 lots and 3 Outlots and will be <br />final platted as Century Farm North 61h Addition. Outlot A and B protect wetlands and <br />ACD 10-22 drainage ditch corridors. Outlot C is proposed for future townhome <br />development and shall require final plat. Typical lots are shown as 62 feet wide and 130 <br />feet deep. <br />Streets and Alleys <br />Robinson Drive is classified as a minor collector roadway and shall be constructed in its <br />entirety the full length from CR 53 (Sunset Avenue) to Century Trail (approximately <br />1,600 feet) with this next phase of development. CR 53 (Sunset Avenue) is currently <br />classified as a major collector and 60 feet right of way from centerline is being dedicated <br />as required. Trail and/or sidewalk shall be constructed along Robinson Drive. <br />Easements <br />Standard drainage and utility easements are shown around the interior perimeter of lots <br />and around wetlands and storm water ponding areas. Per Rule C.IO(d), projects within <br />CWPMP areas, the wetland management corridor (WMC) boundary delineation, buffer <br />and easement requirements found at Rule F.6 apply. This may require more than the 10 <br />foot buffer shown around the wetlands. <br />Storm Water Management and Erosion and Sediment Control <br />A Stormwater Drainage Report was prepared by Plowe Engineering, Inc. on March 10, <br />2014. The existing site was partially graded as part of a previous phase. Robinson Drive <br />was graded along an assumed alignment to avoid the Morell parcel and connect to Sunset <br />Road. A pond was also excavated adjacent to the public ditch. The eastern half of the site <br />drains to an existing pond constructed in a prior phase. The remainder of the site <br />generally slopes to an existing ditch (ACD 10-22-32 Branch 1) that runs north/south <br />through the approximate mid -point of the parcel, and an existing pond adjacent to the <br />ditch. <br />Drainage patterns will remain generally unchanged from what previously proposed with <br />the 5th Addition rough grading. However, due to changes in RCWD, rear yards will be <br />collected and routed to ponding areas. <br />Infiltration has been deemed infeasible due to: <br />(a) Presence of seasonally high water tables in several of the on -site borings. The <br />3-foot separation to water table cannot be achieved. <br />7 <br />
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