Agenda - Council - 05/31/2005 - Laserfiche WebLink

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Final Plat and Final Site Plan Review: Ramsey Town Center 6th Addition May 27, 2005 Setbacks · Front Yard (rain-max) Side Yard Rear Yard Building Setback 0-20 feet as measured from building front to sidewalk edge. None, unless required 'by building code None, unless required by building code ot' the proposed units meet the setback requirements. Public/Private Streets. The plat shows a combination of public and private streets. The development is surrounding by public roads (East Ramsey Parkway, Peridot St. 146th Ave., and Rhinestone St.). The private streets are all shown to be 24 feet wide. The development is providing 15 parking nodes along the private streets. The City has provided you with the street names for the private streets. Please include the street names on all future submittals. ()pen Space: The proposed development is across from the "swoosh" park in the middle of the Town Center. This park will provide a variety of pedestrian and recreational opportunities. The development is showing several small nodes of open spaces, mostly between buildings. Two of the larger open space areas will functR)n as a rain garden to assist in stormwatcr quality. A,:cess and Streets: The development will receive access from the public streets of Peridot St, NW, 146"' Ave. NW, and Rhinestone St. NW. it Should be noted that there will be no diret:t vehicular access to East Ramsey Parkway from this development. Grading and Drainage: Staff has received a grading and drainage plan for the development and have the following comments. The curb cutS must be replaced with catch basins at the i~lSltration basins. Stormwater calculations must be submitted to the city and Lower Rum River Water Management Organization for verification of conformance with the master drainage plan. The rock construction entrance on the SWPPP should be replaced with the requirement for daily sweeping of adjacent streets. The responsibility for the SWPPP on this site must be transferred to the new owner and contractor prior to commencing construction. Update note 23 on page 26 to remove "Gravel Rock Construction Entrance ..." with "Daily S weeping of adjacent streets required during active construction on the site and as directed by the City." Update the text on page 27 also. Several of the vertical curves do not meet the minimum of 20 times the algebraic difference and must be revised. Labels on the plans c~m.llict with other [abels and must be moved. Utilities: This subdivision will be served by sanitary sewer and city water services that will be ,~xtended into the development. Staff' offers the following comments: Inverts for Stormwater Quality Maril~ole must be revised to provide necessary drop for t3aysaver 1K device.