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TKDA 41 ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com To: James Studenski, City Engineer Reference: Oakwood View Copies To:. City of Lino Lakes, Minnesota Comm. No. From: Scott A. Brink, P.E. Routing: Date: February 26, 2004 12976 -002 A Preliminary Plat has been submitted by Glenn Rehbein Companies for Oakwood View. The proposed plat is located on 17 acres of property north of Ash Street (County Road J) and west of Hodgson Road (County Road 49). Documents received are as follows: 1. Wetland Delineation Report, hydrology calculations, hydrology summary and NPDES Phase II permit form, provided by Glenn Rehbein Companies (William A.T. McCully) dated January 23, 2004 and received by the City of Lino Lakes January 30, 2004. 2 Preliminary Plat, Certificate of Survey and Tree Inventory, Preliminary Grading Plan, and Preliminary Utility Plan (Sheets 1 -4), received by the City of Lino Lakes February 6, 2004. 3. HydroCad model and supporting data dated January 13, 2004 by Glenn Rehbein Companies. 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 approximately 500 feet. The cul -de -sac 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. 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 areas. The following comments are provided: Drainage and Drainage Calculations The following comments are provided with regards to the drainage calculations: 1. Existing curve numbers are acceptable. 2. Existing time of concentration figures provided are acceptable. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity