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The Meadow: Final Plat Review <br />February 22, 2006 <br />2of$ <br /> <br />The request to rezone the new residential lots to Planned Unit Development will permit the <br />flexibility in lot sizes. The minimum lot width is 80 feet; the lot widths range from 58 feet to <br />146 feet in width; the majority of the lots are at least 70 feet in width; this flexibility in lot width <br />was also approved as part of the rezoning to Planned Unit Development. <br />Density: The R-1 Residential regulations for the MUSA area allow a net density of 3 units per <br />acre or 4 units per acre as a Planned Unit Development. The residential portion of the plat (46 <br />new lots and 3 existing residential lots) consists of approximately 21.5 acres. The goss density <br />for the residential section of the project is approximately 2.3 units per acre. Net density is <br />typically calculated as the total plat area minus any wetlands on the site. There are no wetlands <br />on the site and therefore the net density is 2.3 units per acre. <br /> Easements: The existing trail easement along Alpine Drive is being preserved. There is an <br /> existing easement for the overhead power lines along Alpine Drive that is also shown on the final <br /> plat. All building pads are appropriately located outside of these easements. The standard I0 <br /> foot (5 feet on common property lines) drainage and utility easements are being shown on the <br /> final plat. <br /> Traffic Analysis Report: The City Charter requires a traffic analysis report for this <br /> development. The traffic analysis report indicates turn lanes w/Il be required at the intemection <br /> of Sunwood Drive and CSAH 5 (Nowthen Boulevard). This intersection is not adjacent to the <br /> site so the work may have to be undertaken as a city- county project. The Study also indicates <br /> part of CSAH 5 will need to be upgraded to 4 lanes in the future. <br /> Grading and Drainage Plans: The final grading and drainage plans have been reviewed. <br /> Detailed comments are contained in the attached plan review memo from Leonard Linton to <br /> Keith Willenbring, dated February 2I, 2006. General comments are outlined below. <br /> The City of Ramsey does not require rock construction entrances as they are ineffective with the <br /> native soils. The erosion control plan must be revised to require daily sweeping of adjacent <br /> streets during active construction and as directed by the City. The drainage from the back yards <br /> of Block 3 is directed off site without rate control. The drainage from the back yards of Block 4 <br /> is also directed off site without rote control. <br /> The outlet pipe from Ponding Basin No. 2 is directed off site to a pond in a drainage and utility <br /> easement. The emergency overflow shown does not discharge to a drainage and utility easement. <br /> Ponding basin No. 2 and the existing pond must provide storage for back to back 100 year storms <br /> with out discharge. <br /> <br />Several of these comments were provided during the preliminary plat review. They must be <br />addressed prior to approval of construction plans. <br /> <br />-130- <br /> <br /> <br />