Owatonna Planning Commission Agenda
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1 Owatonna Planning Commission Agenda Tuesday, September 11, :30 PM City Council Chambers Roll Call: Jessop, Meneguzzo, Kain, Meillier, Linders, Steckelberg, Meier 1. Approve minutes of the August 14, 2018 meeting 2. Public Hearings A. Preliminary Plat of Owatonna Motor Company Addition 3. Other A. August Building Permit Reports 4. Next Meeting September 25, Adjourn
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4 September 6, 2018 To: Planning Commission From: Community Development Department R: Preliminary Plat of Owatonna Motor Company Addition Background Owatonna Motor Company is requesting preliminary plat approval of Owatonna Motor Company Addition, a two lot commercial plat. The applicant is in the process of purchasing the Destiny Church building to relocate their body shop. As a condition of their CUP that was approved this summer, they were to plat the properties if they were going to be purchasing the church building. The applicant is not proposing any real physical changes to the property outside of the proposed improvements for the body shop that were approved. They are creating a two lot plat with a lot for each building. It is easier and cleaner in the long run to do a two lot plat with a joint access easement instead of a one lot plat and a rezoning to a PUD for multiple commercial buildings on the property. Application Review: Applicant: Owner: Location of Property: xisting Zoning: xisting Land Use: Report Attachments: Owatonna Motor Company Owatonna Motor Company & North Street LLC 422 North Street & 1001 Hoffman Drive B-2, Community Business District The property is currently occupied by Owatonna Motor Company and soon to be the bodyshop. 1. Location Maps 2. Plat Drawing Proposed Development: Size of Subdivision: Number of Lots: Lot Configuration: Street Pattern: 5.4± acres Two commercial lots The lots are generally rectangular in shape. All minimum lot requirements are met. No public right of way is being platted.
5 Services: Timing/Financing of Development: Outstanding Assessments: Floodplain: etlands: Storm ater Drainage: asements: County/MNDOT Review: The properties are currently served sewer & water. The plat will be recorded prior to the end of this year. There are no assessments on the property. The property is not located within the floodplain. There are no wetlands on the property. Any future additions or projects will be required to meet all stormwater requirements at that time. The applicant is proposing to dedicate standard easements as shown on the plat. A private access, parking, and maintenance easement is also being required for the joint access and parking areas. The plat is adjacent to a County RO. The County has not stated any concerns with the plat. Staff Review: Staff recommends approval of the preliminary and final plat with the following conditions: 1) The final plat shall be approved within one year of the date of approval of the preliminary plat. 2) The title opinion shall be approved by the City Attorney prior to recording of the final plat. 3) A joint access, parking, and maintenance easement agreement regarding all parking and access on the properties shall be recorded with the final plat.
6 P LN IDG DR O O STATAVN KILORTHDRN 12THAVN LIFAVN N V TA STA BLVDN BRADY FRONTAGLNN HOFFMANDRN HOFFMANDRN U ST R IA LR D N L D HA M M PLN RVI CLA UNIONSTN OAKAVN STATAVN ADAMSAVN INONASTN CIRN N D N R R GA D VI S T HI LLS DUNNLLDRN ± AV N RIVRSIDAVN FLO RN C NORTHST RN Subject Property D NORTHST ISNHORDRN STATAVN FRONTAGRD 11THSTN CDARAVN IN SYLVANSTN FRONTST FRONTST KLLYS TN Owatonna Motor Company Addition 1 inch = 500 feet Date: 8/28/2018
7 RIVRSIDAVN HOFFMANDRN HOFFMANDRN Subject Property NORTHST HAMMLDRN ± Owatonna Motor Company Addition 1 inch = 100 feet Date: 8/28/2018
8 S0 14' 54" N0 14'53" G G PRLIMINARY PLAT - OATONNA MOTOR COMPANY ADDITION LGND = 5/8"Ø X 16" iron monument (capped RLS 52646)-Placed = Iron monument-found = ater Main = Sanitary Sewer = Storm Sewer = Gas Main = Underground Telephone = Overhead Telephone = Fiber-Optics = Underground lectric = Overhead lectric = Underground TV = Control Access = Roof Drain = Sign = Stop Sign = Handicap Sign = lectric Meter = Gas Meter = Fiber-Optics Box = Telephone Pedestal = AC Unit = Refrigeration Unit = Television Pedestal = ater Meter = Light Pole = Flood Lights = Power Pole = Guy Anchor = lectric Marker = Gas Marker = Fiber Optics Marker = Gas Main Valve = Fire hydrant = ater Main Valve = ater Shutoff Valve = Curb Stop = Tile Inlet = Clean Out = Culvert = Catch Basin & Catch Basin Numbers = Manholes & Manhole Numbers = levation Contour Line = Spot levation = Rim levation = FlowLine levation = Deciduous Tree = Coniferous Tree = Bush = Concrete Surface = Bituminous Surface = Gravel Surface << << G G G S84 38' 08" S89 06' 16" T U U U U U U U U U U U U U U U U U U U U U U T A A A A U G G G U U U U G G U U G G 1001 HOFFMAN DRIV 422 NORTH ST 2 ST ST ST ST ST ST ST ST ST ST ST ST S20 46'33" s T O PROPOSD RAMPS FROM PARKING LOT IN TO BUILDING SCAL: 1" = 30' SCAL IN FT S S S S S S S S S S S S S S S S S S S S S S S ST ST ST ST ST ST ST ST ST ST ST ST LGAL DSCRIPTION OF RCORD That part of Sublots 2 and 3 in the North Half of the Northwest Quarter of the Northeast Quarter of Section 9-T107N-R20 as follows: Beginning on the North line of North Street in the City of Owatonna, at a point 33 feet North and feet ast of the Southwest corner of said Sublot 2 (said point being on the estern line of the est 2 acres of the east 4 acres of said Sublot 2); thence North 0 29'10" est, assumed bearing, a distance of feet on the est line of said ast 4 acres of Sublot 2 to the North line of said Section 9; thence North 89 37'37" est a distance of feet on the North line of said Section 9; thence South 0 29'10" ast a distance of feet to the North line of said North Street; thence South 89 20'31" ast a distance of feet to the point of beginning, which lies southerly of a line parallel with and 175 feet southerly of Line A, described by: Beginning at the Northwest corner of the Northeast Quarter of the Northwest Quarter of said Section 9; thence easterly feet on the North line of said Section 9; thence deflecting to the right on a 1 00' curve, delta angle 4 24', arc length feet; thence on a tangent to said curve feet. AND All that part of Lots 1 & 2, Block 1, KRISL ADDITION, OATONNA, MINNSOTA AND All that part of Sublot 2 in the Northwest Quarter of the Northeast Quarter of Section 9-T107N-R20, Steele County, Minnesota, lying south of Hoffman Drive and lying west of Lot 1, Block 1, KRISL ADDITION, OATONNA, MINNSOTA, according to the plat thereof on file in the office of the Steele County Recorder. Also described as the est 2.00 acres of the ast 4.00 acres of said Sublot 2 which lies southerly of a line parallel with and 175 feet southerly of said Line A. AND All that part of Lot 1 in N1/4 of N1/4 of Section 9, Township 107 North, Range 20 est, lying est of the Right of ay deeded to the Burlington, Cedar Rapids and Northern Railway Company of Iowa (now known as Chicago, Rock Island and Pacific Railroad Company). STORMATR TRATMNT NOT This project proposes to disturb less than 5000 square feet and is thus exempt from stormwater treatment requirements. PARKING CALCULATION As this plat proposes to create new lot lines from existing parcels. Copius amounts of parking are available on each lot for the proposed continued use of a car dealership on Lot 1 and the proposed auto repair use of Lot 2. Lot 2 requires only 17 parking stalls. ARA 5.40 ACRS± VICINITY MAP N1/4 S1/4 T107N 9 N1/4 S1/4 Scale: 1"=2000' R20 COPYRIGHT by JONS, HAUGH & SMITH INC. This drawing and format are protected by Copyright and all rights are reserved. The use of this drawing and format is strictly prohibited without the written consent and permission of Jones, Haugh & Smith Inc. No responsibility is accepted for the locations of utilities shown hereon. Verification of actual locations should be requested prior to the commencement of construction or the taking of any other action relying on the actual locations. Locations of all utilities shown are approximate. GOPHR STAT ON-CALL: Zoned: B-2 Setbacks for Buildings: Front Yard = 30 Side Yard = 10 Rear Yard = 20 Drawn: JHS5 Checked: SAT Date: 8/22/18 Revised: - FIL 1390 PRLIMINARY PLAT OATONNA MOTOR COMPANY ADDITION CITY OF OATONNA, STL COUNTY, MINNSOTA R: OATONNA RD JONS HAUGH SMITH ngineers + Surveyors 515 South ashington Ave. Albert Lea, MN est North Street Owatonna, MN SHT NO. Job No Datum: - Survey: SAT Book: Page: OF 1 SHTS
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