04/14/2004 P&Z Packet - Laserfiche WebLink

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Oakwood View Page 2 April 7, 2004 City of Lino Lakes, Minnesota 5. Hydrology Summary dated March 24, 2004. 6. Existing and Proposed Subwatershed Maps. Modifications as a result of the revised documents received are presented herein. Portions of the previous reviews are repeated in this revised review as necessary. Introduction The proposed Oakwood View plans provide for essentially two different improvements on different sides of the property. For the north 1/2 of the site, it is proposed to extend existing Oakwood Lane southerly into the northwest corner of the site a distance of over 500 feet. The previous submittal proposed a permanent cul- de -sac within the property. The most recent plan has revised the street extension to curve toward the west and terminate as a temporary dead -end at the west property line. It would then be intended to eventually extend the street at a later date to provide future access and eventual elimination of the long dead end cul-de- sac. The Oakwood Lane extension would serve the construction of 10 new single family residential properties. The sizes of the single family lots would range between 0.3 acres and 1.3 acres. The larger lots would include significant amounts of wetland areas. All lots must meet the City Code requirements for sufficient size without wetland easements. At the southwest corner of the property is an existing church and parking lot. Proposed is to extend a driveway easterly from the existing church property and constructing an enabling residence (duplex) and parking area. Remaining portions of the entire 17 acre property not proposed for grading or improvements are essentially wetland and/or wooded areas. According to the information provided, it is the applicant's intent to Final Plat the property in two stages as follows: The Enabling (Duplex) Facility in 2004 and the 10 -lot single family properties in 2005. The proposed grading and utility construction must therefore consider staging requirements and scheduling needs accordingly. The following additional comments are provided: Drainage and Drainage Calculations Revised drainage calculations, including a HydroCad model dated March 23, 2004 have been provided and have been reviewed. The following comments are provided: 1. The anticipated high ground water level must be known. 2. The calculations must account for future building and parking lot expansions for the church and/or enabling facility. 3. Details are needed for the pond outlets.