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Agenda - Planning Commission - 04/21/2005 - Special Meeting
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Agenda - Planning Commission - 04/21/2005 - Special Meeting
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3/21/2025 9:37:16 AM
Creation date
4/15/2005 1:54:54 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Planning Commission
Document Title
Special Meeting
Document Date
04/21/2005
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Preliminary Plat and Preliminary Site Plan Review: Ramsey Town Center 6th Addition <br />April 15, 2005 <br />Page 2 of 5 <br /> <br />Front Yard (rain-max) <br /> <br />Side Yard <br /> <br />Rear Yard Building Setback <br /> <br />0-20 feet as measured from <br />building front to sidewalk <br />edge. <br />None, unless required by <br />building code <br />None, unless required by <br />building code <br /> <br />All of the proposed units meet the setback requirements. <br /> <br />Public/Private Streets. The plat shows a combination of public and private streets. The <br />development is surrounding by public roads (East Ramsey Parkway, Peridot St. 146t" Ave., <br />and Rhinestone St.). The private streets are all shown to be 24 feet wide. The development is <br />providing 15 parking nodes along the private streets. The street names must be aligned with <br />the Anoka County naming grid. <br /> <br />Open Space: The proposed development is across from the "gwoosh" park in the middle of <br />the Town Center. This park will provide a variety of pedestrian and recreational <br />opportunities. The development is showing several small nodes of open spaces, mostly <br />between buildings. Two of the larger open space areas will function as a rain garden to assist <br />in stormwater quality. <br /> <br />Access and Streets: The development will receive access from the public streets of Peridot <br />St. NW,'146m Ave. NW, and Rhinestone St. NW. It should be noted that there will be no <br />direct vehicular access to East Ramsey Parkway from this development. <br /> <br />Grading and Drainage: Staff has received a grading and drainage plan for the development <br />and have the /~bllowing comments. The curb cuts must be replaced with catch basins at the <br />infiltration basins. Stormwater calculations must be submitted to the city and Lower Rum <br />River Water Management Organization for verification of conformance with the master <br />drainage plan. The rock construction entrance on the SWPPP should be replaced with the <br />requirement ~br daily sweeping of adjacent streets. The responsibility for the SWPPP on this <br />site must be transferred to the new owner and contractor prior to commencing construction. <br /> <br />Utilities: This subdivision will be served by sanitary sewer and city water services that will <br />be extended into the development. A sanitary sewer stub must be provided from MH1 to <br />serve the property to the north. A watermain stub must also be provided, at this location. <br />Vqater and sewer stubs were provided from RTC 2nd Addition at Olivine sireet, however these <br />stubs will provide additional options for 'development of the property to the north. The <br />watermain stub will provide an option for looping the water system. <br /> <br />43 <br /> <br /> <br />
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