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Item 4.1 Great River Centre 8th Addition Foss Swim School LLC Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 27 April 2026 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner 4.1 – Foss Swim School STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommend the City Council approve vacation of drainage and utility easements, a final plat, and PUD Development Stage Plan. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No Yes, was held by Planning Commission 6 April 2026 BACKGROUND/JUSTIFICATION: Foss Swim School has submitted application to plat Outlot A, Great River Centre Otsego Seventh Addition as one lot for commercial development. The proposed development of the subject property is a 9,600 square foot building to be constructed as a commercial swim school. The site plan also illustrates a second 11,900 square foot building within the proposed lot as a future construction. The preliminary plat for the proposed lot was approved by the City Council on 26 January 2026. The current application involves requests for final plat and PUD Development Stage Plan approval. A public hearing to consider the PUD Development Stage Plan was held by the Planning Commission at their meeting on 6 April 2026. Mr. Duane Boris of Foss Swim School was present and agreed with the recommendations of City staff. There were no public comments and the public hearing was closed. The Planning Commission had no significant comments regarding the PUD Development Stage Plan and voted 6-0 to recommend approval of the applications. City staff has drafted a resolution for vacation of existing drainage and utility easements that were dedicated over Outlot A, Great River Centre Seventh Addition. The vacated easements will be replaced by drainage and utility easements dedicated with the proposed final plat. The Planning Commission held the required public hearing for vacation of the drainage and utility easements at their meeting on 20 January 2026 and recommended approval. Section 10-10-4.A of the Subdivision Ordinance requires the developer to enter into a development contract at the time of final plat approval that is combined with a Site Improvement Performance Agreement as required by Section 11-9-7 of the Zoning Ordinance for development of the lot. The development contract will ensure completion of public improvements, establishment of required securities, and payment of applicable fees. The development contract has been drafted by the City Attorney and is subject to approval of the City Council at a future date. SUPPORTING DOCUMENTS ATTACHED: • Planning Report dated 31 March 2026 • Final Plat • Resolution 2026-36 vacating drainage and utility easements • Resolution 2026-37 approving a final plat and PUD Development Stage Plan POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Resolution 2026-36 vacating existing drainage and utility easement; and adopt Resolution 2026-37 approving a plat and PUD Development Stage Plan for Great River Centre of Otsego Eighth Addition. BUDGET INFORMATION FUNDING: BUDGETED: Fund 701 – Development Escrows N/A 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht DATE: 31 March 2026 60 DAY DATE: 25 May 2026 RE: Otsego – Foss Swim School; PUD Development Stage Plan TPC FILE: 101.02 BACKGROUND Foss Swim School has acquired Outlot A, Great River Centre Otsego Seventh Addition and received preliminary plat approval for one lot on 26 January 2026. The subject property is located at the northwest quadrant of the intersection of Parson Avenue and 85th Street. The developer has submitted additional plans and application for PUD Development Stage Plan approval to construct a 9,600 square foot building for an indoor swim school. A public hearing to consider the PUD Development Stage Plan application has been noticed for the Planning Commission meeting on 6 April 2026. Exhibits: Site Location Map GRC Design Guidelines; architecture Final Plat (not dated) Building elevation plans dated 03.24.2026 (2 sheets) Floor Plan dated 03/26/2026 Landscape Plan dated 03/27/2026 (3 sheets) Civil plans dated 12 December, 2025 (X sheets) Site Lighting Layout Photometric dated 03.26.2026 Building elevations (with signs) dated 03.18.2026 2 ANALYSIS Use. The subject property is zoned PUD, Planned Unit Development District. The PUD District established a Village Commercial District for the purpose of developing smaller scale, retail, service, and office businesses oriented to the Parson Avenue corridor between 85th Street and 87th Street. The initial PUD District was established on 13 March 2006 and amended on 23 March 2023 to allow those permitted, conditional, and interim uses as provided for in the B1, Retail Business District. Indoor commercial recreation and instruction uses are allowed as a permitted use within the B1 District. The proposed use is permitted within the PUD District. Future Phase. The proposed swim school building is located on the south portion of the subject property. The site plan includes opportunity to develop a second principal building within the lot. Section 11-16-3 of the Zoning Ordinance allows development of more than one principal building upon a lot within PUD Districts, which would require future application for and approval of a PUD Development Stage Plan. Surrounding Area. The table below summarizes the existing and planned land uses surrounding the subject property. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Tires Plus Wings Financial Everbrook Academy East Commercial PUD District The Village apartments South Office B-4 District Twin City Bee Keeping EDCO/Undeveloped West Commercial PUD District Good Day Car Wash Lot Requirements. There are no minimum lot area or width requirements for lots within the GRC PUD District. Lot 1, Block 1 is to be 2.97 acres in area and is 305 feet in width as measured at the front setback line abutting 85th Street. The necessary area and width of a specific lot is to be based on required setbacks and a functional site plan in terms of access and circulation. 3 Setbacks. The following setbacks are required of the subject property based on the requirements of the GRC PUD District Design Guidelines and the B1 District. The PUD Development Stage Plan complies with these requirements. Importantly, the site plan locates the proposed swim school building at the southeast corner of the lot with the parking in-line or behind the building as viewed from Parson Avenue. This site layout is encouraged by the GRC PUD District design guidelines and is consistent with the location of other commercial buildings along Parson Avenue to the north. 85th St. Parson Ave. North Parking ROW Interior 30ft. 20ft. 10ft. 15ft. 5ft. Building Finish. The submitted building elevation plans list the exterior finish for the proposed building to include concrete masonry unit at the base with precast wall panels and a thin brick veneer adhered to the surface. There is an overhang above the front entrance on the north elevation of the building. The mix of materials complies with the requirements of Section 11- 17-4.D.1 of the Zoning Ordinance. The GRC PUD District Design guidelines include recommendations for the character and style of building design reflecting Otsego’s heritage, which are to be emphasized specifically within the Village Center area of the PUD District. These recommendations include incorporation of sharp pitched roof elements to provide contrast with predominately horizontal structures and enhancing building corners and section breaks. Large windows are also to be encouraged, especially along Parson Avenue. City staff recommends that the Planning Commission consider requiring the following changes to the building design to be more consistent with the GRC PUD Design Guidelines and character of surrounding buildings:  Provide an enhanced entry feature with a pitched or shed style roof element.  Incorporate windows the full width of the pool area on the south and north elevations to highlight activity within the building.  Enhance the building corners or section changes with vertical accent material/color changes.  Add larger faux windows on the south and east elevations for the changing area section of the building. Building Height. Principal buildings on the subject are allowed to be up to three stories or 40 feet in height as regulated by the PUD District Design Guidelines that were established as part of the PUD District to maintain view sheds of Target. The proposed building is a single-story structure that complies with the PUD District. 4 Landscaping. A landscape plan has been submitted that provides plantings in the perimeter yards and the building foundation. We recommend the following changes:  Adding ornamental type trees in the yard along Parson Avenue at 40 feet on center with one shade tree located on the north side of the driveway to Parson Avenue.  Adding an additional shade tree between the two trees proposed along the south elevation of the building.  Adding shade trees and low maintenance grasses and shrubs along the south line of the lot along Parson Avenue to screen the west portion of the parking lot. The sizes of proposed plantings comply with the provisions of Section 11-19-2.B of the Zoning Ordinance. Section 5-2-3.C.2 of the City Code requires installation of in-ground irrigation for the yards, planting areas, and boulevards, which is indicated on the landscape plan. Off-Street Parking. The subject property is proposed to be accessed from one driveway to 85th Street and one driveway to Parson Avenue at the northeast corner of the lot, which is shared by easement with the Good Day Car Wash and aligns with the access to The Village apartments to the east. The proposed accesses comply with the intersection spacing requirements established by Section 11-21-6.B of the Zoning Ordinance. The PUD Development Stage Plan illustrates 125 off-street parking spaces, six of which are disability accessible. Section 11-21-8 of the Zoning Ordinance requires instructional class and retail uses to provide one off-street parking space for each 200 square feet of net floor area. A preliminary calculation of required parking is provided below. The number of spaces shown on the PUD Development Stage Plan exceeds the requirements of the Zoning Ordinance for both the initial building and potential future second principal building. Use Gross Area Net Area Requirement Required Spaces Instructional Classes 9,600sf. 8,640sf. 1 space/200sf. 44 Future Retail 11,900sf. 10,710sf. 54 Total 98 The dimensions of the drive aisle and parking spaces comply with Section 11-21-7.B of the Zoning Ordinance. Asphalt pavement and perimeter concrete curb is required by Sections 11- 21-7.C and D of the Zoning Ordinance and is subject to review and approval of the City Engineer. 5 Pedestrians. There is an existing sidewalk adjacent to the north side of 85th Street abutting the subject property. There is also a public trail along the north line of the subject property that connects between Parrish Avenue (CSAH 42) and Parson Avenue. The PUD Development Stage Plan illustrates construction of a sidewalk along Parson Avenue from 85th Street north to the north line of the subject property, which connects to the sidewalk on the west side of Parson Avenue extending to 87th Street that was constructed with Everbrook Academy. There are connections to the sidewalks on 85th Street and Parson Avenue from the front of the swim school and retail building shown on the PUD Development Stage Plan. Exterior Lighting. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures has been submitted. The light fixtures all include a 90-degree horizontal cut-off and light intensity measured at the property lines complies with Section 11-16-6 of the Zoning Ordinance. Waste Storage. The submitted site and building plans do not show a location for waste storage. If exterior storage is intended, plans for construction of an enclosure are to be submitted with application for a building permit for review by the Zoning Administrator for compliance with requirements of Section 11-18-4.C of the Zoning Ordinance. Signs. The developer provided building elevation plans illustrating wall signs on each side of the building. The individual wall signs are allowed to be up to 100 square feet in area. A sign permit subject to review and approval of the Zoning Administrator is required prior to placement of any signs upon the property. Grading. The developer has submitted plans for grading, drainage, and erosion control for development the subject property with the preliminary plat. All stormwater management issues are subject to review and approval of the City Engineer. Utilities. The subject property is within the East Sewer District established by the 2023 Comprehensive Plan and services are available to the proposed lot. The developer has submitted a utility plan for connection of the proposed building to City sewer and water utilities, which are subject to review and approval of the City Engineer. The developer will pay Utility Availability Charges for the proposed lot at the time of final plat approval in accordance with the Fee Schedule in effect. Utility Connection Fees will be collected at the time a building permit is issued for the building based on the proposed occupancy and Fee Schedule in effect at that time. Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance further requires that the developer enter into a Site Improvement Performance Agreement with the City to provide for construction of the project improvements within the subject property. The Site Improvement Performance Agreement will be combined with the Development Contracted required by Section 10-10-4.A of the Subdivision Ordinance and be considered with final plat approval. 6 Criteria. Planning Commission consideration of the PUD Development Stage Plan is to be based upon, but not limited to, the criteria established by Section 11-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject property is within the City’s primary retail, service, and office development center surrounding the TH 101 and CSAH 39 interchange, which the 2023 Comprehensive plan. The proposed use is a unique service business that will draw patrons from Otsego and the surrounding region consistent with recommendations of the Future Land Use Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The proposed indoor commercial recreation use (and future retail building) is consistent with the community service type businesses anticipated for this area of the Great River Centre and will be compatible with the day care and apartment uses directly adjacent to the subject property. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed use will comply with all requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The Great River Centre of Otsego development is accessed via Parrish Avenue (CSAH 42), which is designated as minor arterial roadway with capacity to accommodate local and regional traffic, including that generated by the indoor commercial recreation use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject property is within the East Sewer District established by the Comprehensive Plan where the City has planned for delivery of services for urban development. The proposed use will not overburden the City’s capacity. 7 RECOMMENDATION The proposed PUD Development Stage Plan for Foss Swim School is consistent with the policies of the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Great River Centre PUD District. Our office recommends approval of the application as outlined below. POSSIBLE ACTIONS Motion to recommend approval of a PUD Development Stage Plan Foss Swim School, subject to the following conditions: 1. All written and graphic materials officially submitted to the City shall be treated as a formal agreement between the applicant and the City. Once approved, no changes, modifications or alterations shall be made to any plan detail, standard, or specifications without prior submission of a plan modification request to the Zoning Administrator for review and approval. 2. The exterior building elevations shall be revised subject to review and approval of the Planning Commission to: a. Provide an enhanced entry feature with a pitched or shed style roof element. b. Incorporate windows the full width of the pool area on the south and north elevations. c. Enhance the building corners or section changes with vertical accent material/color changes. d. Add larger faux windows on the south and east elevations for the changing area section of the building. 3. Landscaping: a. The landscape plan shall be revised subject to review and approval of the Zoning Administrator to: (1) Add ornamental type trees in the yard along Parson Avenue at 40 feet on center with one shade tree located on the north side of the driveway to Parson Avenue. (2) Add an additional shade tree between the two trees proposed along the south elevation of the building. 8 (3) Add shade trees and low maintenance grasses and shrubs along the south line of the lot along Parson Avenue. b. In-ground irrigation shall be installed in all yards, planting areas, and boulevards as required by Section 5-2-3.C.2 of the City Code. 4. The design and construction specifications for driveway access and off-street parking areas shall be subject to review and approval of the City Engineer. 5. Any exterior storage of waste containers shall comply with Section 11-18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 6. All signs shall comply with the PUD District Design Guidelines and Chapter 37 of the Zoning Ordinance and require issuance of a sign permit approved by the Zoning Administrator. 7. All stormwater management, grading, drainage, and erosion control plans shall be subject to review and approval of the City Engineer. 8. All utility plans shall be subject to review and approval of the City Engineer. 9. Utility Availability Charges shall be paid upon final plat approval in accordance with the Fee Schedule in effect. 10. Utility Connection Fees shall be paid when a building permit is issued for the building based on the proposed occupancy and Fee Schedule in effect. 11. The property owner shall execute a Development Contract as drafted by the City Attorney, subject to approval of the City Council. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Foss Swim Schoo Site Location 461 ft Overview Legend Highways Interstate State Highway US Highway Roads City/Township Limits c t Parcels Torrens Great River Centre of Otsego Guidelines9V. ArchitectureThe overall character of the GRC will be largely infl uenced by the architecture of its buildings. Therefore, the applicability of these guidelines should extend throughout the site as much as possible, including the village retail district and the offi ce/ warehouse district.The anchor general merchandiser and adjacent in-line retail building on Lots 2 and 3, Block 1 will form an integral part of the overall experience and aesthetic of the GRC. The proposed building design, shown in the PUD submittal package, will present its own design and personality through its high end architecture and user friendliness. The new and innovative style has been received well and embraced by the retail community on a national scale. For this reason the buildings on Lots 2 and 3, Block 1 are designed to be complimentary to the rest of the GRC site, but are not to be held verbatim to the architectural standards defi ned in the Design Guidelines Manual.Character and StyleThe buildings of GRC Otsego can fi nd inspiration in the agricultural and lumber milling heritage of the Otsego area. Some of these characteristics include warm-colored stone foundations, clean functional lines, and honest structural expression. Their forms are simple and straight-forward, using a limited number of exterior materials, often with panelized cladding systems. Decoration is minimal. Massing is additive and often organic - function drives scale, resulting in buildings that ramble across the landscape, broken by shadow. Otsego, unlike many other towns in the area, does not have an historic core of late 19th and early 20th century buildings – therefore, attempts to replicate or evoke stylistic elements from that era should be avoided. Some of these elements include built-up neoclassical cornices, arched or Palladian windows, pediments, repetitive pilasters or stepped massing resembling multiple, narrow lot buildings.Mass and Scale• The lines of commercial and retail buildings should be primarily horizontal, with sharp pitched roof forms providing contrast to present a bold silhouette on the horizon. The pitched roofs are also functional, offering the possibility of higher ceilings in restaurant spaces and increased daylight into stores. • New structures must be compatible in scale with the surrounding buildings and respect the pedestrian-oriented nature and urban goals of the GRC. The mass, form and scale should relate to the pedestrian scale of the street. • Each primary building on a site, regardless of size, should have clearly-defi ned, highly-visible customer entrances with features such as the following:• Canopies or porticos• Overhangs• Recesses/ projections• Arcades or pergolas• Peaked roof forms• Display windows• Integral planters or wing walls that incorporate landscaped areas and/or places for sitting.• Building Corners – Intersections and well designed building corners can evolve into unique spaces of concentrated activity where pedestrians gather. In addition to the required increase in building setbacks at street intersections, enhanced building corners are strongly encouraged to enliven the streetscape in the Village Commercial District.• Larger building setbacks at corners and enhanced building corner design are encouraged to create spaces for active outdoor uses such as cafe seating, art, plazas, water features etc. • Where possible, active intersections characterized by similarly designed or scaled building corners on opposite sides of the street are encouraged.• Enhanced building corners can include elements such as towers or other architectural appendages, windows, canopies, signs, outdoor seating and building entrances. Great River Centre of Otsego Guidelines10Building Materials• The use of quality building materials for new structures reinforces the image and character of the GRC. Particularly on the ground fl oor of buildings, quality building materials convey a sense of richness to the pedestrian environment. Quality, durable materials are encouraged.• Exterior material treatment used on the building walls should be continuous and consistent on all elevations in order to achieve a uniform and complete design and should avoid a “veneer” look. • Quality materials promote a sense of permanence and are encouraged. Building materials and texture on the ground fl oor add to the pedestrian experience. • Parapets, banding, belt courses, reveals, and other types of architectural details in different materials should be incorporated to add visual interest and texture.• Materials such as stone, brick, precast concrete, cast stone and architectural metals can be combined to enrich the appearance of a building and highlight architectural features.• All exterior metals and plastics (vents, fl ashing, gutters, etc.) must be screened from view, painted or treated to blend in with the adjacent surrounding material. All utility meter housings must be painted to match the body color of the building. • In the design of commercial buildings, which propose the use of a composite of exterior materials, consideration shall be given to appropriate balance, both in terms of the amount of each material, as well as the specifi c areas of their use. Building walls of more than one material shall change materials along horizontal lines, projecting bays, or other architectural features. Heavier appearing materials shall be used only below lighter appearing materials. • The following materials are recommended for use on exterior walls:• Brick• Natural and cultured stone• Architectural Textured CMU• Smooth, burnished or glazed CMU• Specialty exposed cast-in-place concrete• Prefi nished steel or aluminum panels if not the primary material• Precast architectural concrete or cast stone having a pattern or veneer resembling masonry or stone• Stucco and synthetic stucco• Smooth face CMU as an accent, and not the primary material. The back of the buildings on Lots 2 and 3, Block 1 are an exception, however the smooth face CMU must not be continued to the corner on CSAH 42.• Other comparable or superior materialsArchitectural Details• The details included in the building façades should contribute to the richness of GRC architecture. The details should also assist in reducing the visual scale of a large building. • Patterns and rhythms in the façade of the building can be created with recessed windows, columns, ledges, changes of materials, and other architectural features. • Recessed entries to individual storefronts are encouraged as it creates a transition from the sidewalk to the interior of a commercial building. The recessed entry emphasizes the entrance, increases window display area, and provides a safe place for the entry door to open without extending into the sidewalk area.• Setbacks and patio areas to allow for outdoor dining and seating areas are encouraged.• Architectural features should be coordinated on all sides of the building. Integrating architectural elements around the building will enhance it as a whole and should augment the architectural character of the building. Facades fronting service or parking areas at the ground fl oor level need not have windows but should include architectural interest rather than a blank appearance.• Awnings and sunshades serve as a transition between the building, the sidewalk and the street, helping visually unite them, and providing pedestrian scale to the development. Awnings, canopies and pergolas provide shelter and shade to pedestrians and reduce glare. • Awnings are encouraged at retail and pedestrian settings. If provided, awnings shall fi t the window Great River Centre of Otsego Guidelines11bays to blend with or augment the architectural character of the building. The awnings must be constructed of a material selected to complement the body color of the building. No stripes or patterns will be permitted. • Glass, metal, wood or fabric are acceptable awning materials. Canvas awnings can be either fi xed, fl at awnings or retractable. • Awnings can be an attractive means for store identifi cation with graphics, emblems and store names. Backlit awnings are not allowed.Openings• Visual connection between interior and exterior spaces enhances the pedestrian and shopping experience and allows greater display area without interfering with movement. Storefront windows along pedestrian sidewalks are encouraged. Access to exterior dining areas should be integrated with overall architectural design.• Clear, transparent or translucent windows should be used for all ground fl oor retail uses. No refl ective glass is allowed. Exterior Colors• Choose colors that refl ect local geology, vegetation, and culture, taking cues from earth tones, including: medium-brown pine bark, light gray cottonwood bark, tan river sand and slate green pine needles.• Using subtle yet rich colors rather than intense, bright colors is in keeping with the character and style of the development. Colors should be harmonious with those colors found on adjacent buildings and the environment. Light to medium intensity colors with low refl ectivity are preferred as the background building color. • Bright corporate colors should be limited in use to signage and entry areas. Integrate corporate or tenant identity color sensitively.• Exterior color treatment should be continuous on all elevations. Roofs and Parapets• The roofl ine and parapet are important architectural features that should be strongly defi ned on commercial buildings. Roofl ines should be varied to add visual interest in large buildings.• Roof overhangs at pedestrian entries provide protection for shoppers and are encouraged.• Roof-mounted mechanical equipment shall be concealed from public view on all sides by screening in a manner consistent with the character of the building. GREAT RIVER CENTRE OF OTSEGOEIGHTH ADDITIONVICINITY MAP - NOT TO SCALESITEKNOW ALL PERSONS BY THESE PRESENTS: That CN Otsego Properties, LLC, a Minnesota Limited Liability Company, fee owner of the following described property situated in theCounty of Wright, State of Minnesota to-wit:Outlot A, Great River Centre of Otsego Seventh Addition, Wright County Minnesota.Has caused the same to be surveyed and platted as GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION and does hereby dedicate to the public for public use the public waysand the drainage and utility easements as created by this plat.In witness whereof CN Otsego Properties, LLC a Minnesota limited liability company, has caused these presents to be signed by its proper officer thisday of_________________,20.___________________________________Cory Kampschroer, Chief ManagerSTATE OF MINNESOTACOUNTY OF This instrument was acknowledged before me this_____ day of_________________, 20, by Cory Kampschroer, Chief Manager of CN Otsego Properties, LLC a Minnesotalimited liability company, on behalf of the company.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresI Kaleb J. Kadelbach do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that thisplat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on the plat have been, orwill be correctly set within one year; that all water boundaries and wetlands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this__________ day of _______________________, 20._____________________________________________Kaleb J. Kadelbach, Licensed Land SurveyorMinnesota License No. 57070STATE OF MINNESOTACOUNTY OF The foregoing surveyor's certificate was acknowledged before me this_____ day of_________________, 20, by Kaleb J. Kadelbach, Land Surveyor, Minnesota LicenceNo 57070.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresCITY COUNCIL, CITY OF OTSEGO, MINNESOTA:This plat of GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meetingthereof held this day of, 20, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.CITY COUNCIL, CITY OF OTSEGO, MINNESOTAMayor City ClerkWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _____ day of ,20._______________________________________Wright County SurveyorWRIGHT COUNTY HIGHWAY ENGINEERThis plat was reviewed and recommended for approval this _____ day of , 20._______________________________________Wright County EngineerWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes,Section 272.12, there are no delinquent taxes and transfer entered this _____ day of _______________________, 20___._______________________________________Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this _____ day of, 20, at o'clock ___.M. and was duly recorded in Cabinet No. ______, Sleeve ________, as Document No. ._______________________________________Wright County Recorder ),567)/225 $(72833(53$5$3(7 72/2:0$6215< 7223(1,1* %2&$123< 720,'0$6215< 726725()5217 72/2:3$5$3(7 7<3&-&-&-&-&-&-7<37<37<3%&'),567)/225 72833(53$5$3(7 723$5$3(7 72/2:0$6215< 7223(1,1* %2&$123< 720,'0$6215< 72/2:3$5$3(7 &-&-&-&-7<37<37<3),567)/225 $(72833(53$5$3(7 723$5$3(7 72+,*+0$6215< 72:,1'2: 720,'0$6215< &-&-&-&-&-&-&-&-7<37<37<37<37<3%&'),567)/225 723$5$3(7 72+,*+0$6215< 720,'0$6215< 726725()5217 72/2:3$5$3(7 7<3&-&-&-&-7<3(/(9$7,21*(1(5$/127(6+(,*+72)$//:$//6522)6$1'3$5$3(766+2:121(/(9$7,216$5(7$.(1)5207+(%8,/',1*),1,6+)/225 (/(9$7,21  $//(/(9$7,21+(,*+76$5(6+2:1727232)&21&5(7(3$1(/%277202):22'%/2&.,1*9(5,)<*5$'(6$1'%8,/',1*/,1(:,7+&,9,/'5$:,1*63$,17$//(;7(5,25(/(&75,&$/(48,30(17%2;(6$1'&21'8,7720$7&+$'-$&(17:$//685)$&(3$,17$//(;7(5,25+2//2:0(7$/'2256$1')5$0(6720$7&+$'-$&(17:$//685)$&('21273$,17$1<(;7(5,2535(),1,6+('0$7(5,$/*(1(5$/&2175$&725729(5,)<$1'&225',1$7($//'2&.(48,30(17$1'6,*1$*(:,7+2:1(5&/,(17352-(&7$''5(66127)25&216758&7,21'$7(6+((77,7/(6&$/(6+((7180%(5)2666:,06&+22/276(*201(/(9$7,216    1257+(/(9$7,21  ($67(/(9$7,21  6287+(/(9$7,21  :(67(/(9$7,21.(<127(/(*(1' $/80,1806725()5217&/($5$12',=(':,7+,168/$7('9,6,21*/$66 $/80,1806725()5217&/($5$12',=(':,7+,168/$7('63$1'5(/*/$66 '(&25$7,9(&21&5(7(0$6215<81,7,17(*5$/&2/250(',80*5$< 35(&$67:$///,*+76$1'%/$67(' 3$,17('720$7&+6+(5:,1:,//,$065(326(*5$< 35(),1,6+(')250('0(7$/),5(6721($:$5'%/8( $'+(5('7+,1%5,&.9(1((5&8/785('6721(+$1'0$'(%5,&.0252&&$16$1' ),567)/225 $(72833(53$5$3(7 72/2:0$6215< 7223(1,1* %2&$123< 720,'0$6215< 726725()5217 72/2:3$5$3(7 *5$'($6)*5$'(%6)*5$'(&6)727$/6)%&'),567)/225 72833(53$5$3(7 723$5$3(7 72/2:0$6215< 7223(1,1* %2&$123< 720,'0$6215< 72/2:3$5$3(7 *5$'($6)*5$'(%6)*5$'(&6)727$/6)),567)/225 $(72833(53$5$3(7 723$5$3(7 72+,*+0$6215< 72:,1'2: 720,'0$6215< *5$'($6)*5$'(%6)*5$'(&6)727$/6)%&'),567)/225 723$5$3(7 72+,*+0$6215< 720,'0$6215< 726725()5217 72/2:3$5$3(7 *5$'($6)*5$'(%6)*5$'(&6)727$/6)(/(9$7,21*(1(5$/127(6+(,*+72)$//:$//6522)6$1'3$5$3(766+2:121(/(9$7,216$5(7$.(1)5207+(%8,/',1*),1,6+)/225 (/(9$7,21  $//(/(9$7,21+(,*+76$5(6+2:1727232)&21&5(7(3$1(/%277202):22'%/2&.,1*9(5,)<*5$'(6$1'%8,/',1*/,1(:,7+&,9,/'5$:,1*63$,17$//(;7(5,25(/(&75,&$/(48,30(17%2;(6$1'&21'8,7720$7&+$'-$&(17:$//685)$&(3$,17$//(;7(5,25+2//2:0(7$/'2256$1')5$0(6720$7&+$'-$&(17:$//685)$&('21273$,17$1<(;7(5,2535(),1,6+('0$7(5,$/*(1(5$/&2175$&725729(5,)<$1'&225',1$7($//'2&.(48,30(17$1'6,*1$*(:,7+2:1(5&/,(17352-(&7$''5(66127)25&216758&7,21'$7(6+((77,7/(6&$/(6+((7180%(5)2666:,06&+22/276(*201(/(9$7,2160$7(5,$/%5($.'2:1    1257+(/(9$7,210$7(5,$/%5($.'2:1  ($67(/(9$7,210$7(5,$/%5($.'2:1  6287+(/(9$7,210$7(5,$/%5($.'2:1  :(67(/(9$7,210$7(5,$/%5($.'2:1.(<127(/(*(1' $(%&'1&/,(17352-(&7$''5(66127)25&216758&7,21'$7(6+((77,7/(6&$/(6+((7180%(5)2666:,06&+22/276(*20129(5$//3/$1    29(5$//3/$1 SSMWWWWWWWWWWSAN>>SAN>>SAN>>SAN>>SAN>>SAN>>SAN>>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM> STM>WWWWWWWWWWWWWWWWWWSTM>STM> STM> STM> STM> STM> STM> STM> STM> STM> STM> STM> STM> STM> STM>STM> STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>PARSONS AVENUE NORTHEASTEASEMENTSEED / SOD LINETURF SODINFILTRATIONBASIN PER CIVILTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODSEED / SOD LINESEED / SOD LINESEED / SOD LINELIVE PLUGSPERSCHEDULENEW WEED MAT,ROCK MULCH, &EDGER PER NOTESPAVING PER CIVILNATIVE SEED TYPE 'B' PER NOTES6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIPPAVING PER CIVILPAVING PER CIVILEXISITNG PAVING TO REMAINPROPOSED BUILDINGFUTURE BUILDING LOCATION85TH STREET NORTHEASTFOUNDATIONPLANTING, TYP.SNOW STORAGENEW WEED MAT,ROCK MULCH, &EDGER PER NOTESNEW WEED MAT,ROCK MULCH, &EDGER PER NOTESENTRYENTRYNATIVE SEED TYPE 'A' PER NOTESNATIVE SEED TYPE 'A' PER NOTESSHRUB PARKINGLOT SCREENING,TYP.EASEMENTEASEMENTEASEMENTEASEMENTNATIVE SEED TYPE 'B' PER NOTES1TS21Cx21AS14Cx21TS9Vb8Am24Cx22Ci5Vb6Ha12Cx213Jf5Ra2PE2PE1AS18Ra29Jf7Ci32Ho10Am12Ha18Ho1QE1GD1GTLANDSCAPE PLAN:1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of Otsego Public Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed by construction, includingright-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.CITY OF OTSEGO LANDSCAPE REQUIREMENTS:GENERAL NOTES:CHAPTER 19 LANDSCAPING, SCREENING AND FENCESSECTION: 11-19-2: LANDSCAPING:2. All other uses shall be subject to mandatory landscape plan and specifications with a landscape plan required to be developed andinstalled with an emphasis upon the following areas:a. The boundary or perimeter of the proposed site at points adjoining other property.b. The immediate perimeter of the structure.c. The perimeter of parking and loading areas.3. All landscaping incorporated in said plan shall conform to the following standards and criteria:a. Approved Plants Required: Plantings suitable for complying with this chapter shall be as approved by the Zoning Administrator.MINIMUM PLANTING SIZES:Evergreen Trees (evergreen or deciduous): 3 Feet to 4 Feet HighDeciduous Low Shrubs: 24 Inches to 30 Inches & Evergreen Low Shrubs: 24 Inches to 30 InchesOrnamental Trees: 1.5 Inch DiameterShade Trees: 2 Inch Diameter11-19-3: REQUIRED SCREENING:A. Nonresidential Uses: Where any nonresidential use except agriculture and farming (i.e., structure, parking or storage)abuts property zoned for residential use, that nonresidential use shall provide screening along the boundary of the residentialproperty. Screening shall also be provided where a nonresidential use is across the street from a residential zone, but not onthat side of a nonresidential use considered to be the front (as defined by this title). All fencing and screening specificallyrequired by this chapter shall be subject to section 11-16-4 of this title regarding traffic visibility and shall consist of either agreen belt planting strip, fence or combination thereof, as follows:1. A green belt planting strip shall consist of evergreen trees and/or deciduous trees and plants and shall be of sufficientwidth and density to provide an effective visual screen. This planting strip shall be designed to provide complete visualscreening to a minimum height of eight feet (8'). Earth mounding or berms may be used but shall not be used toachieve more than three feet (3') of the required screen. The planting plan and type of plantings shall require theapproval of the City Council.L-1LANDSCAPE PLANProposed Turf Sod, See NotesLANDSCAPE MATERIAL LEGEND:Proposed Landscape Edging, See NotesProposed Rock Mulch, See NotesSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects* SEE SHEET L-2 FOR DETAILS, NOTES AND SCHEDULES *Proposed Native Seed 'A', See Sheet L-3Proposed Native Seed 'B', See Sheet L-3Proposed Live Plugs, See Sheet L-3SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERQTYCOLUMNAR TREEPEPopulus tremula `Erecta` Columnar Swedish Aspen2" Cal. B&B 4SHADE TREEAS Acer x freemanii `Sienna`Sienna Glen Maple2" Cal. B&B 2GT Gleditsia triacanthos inermis 'Draves' TMStreet Keeper Honey Locust2" Cal. B&B 1GDGymnocladus dioica `McKBranched` TM Kentucky Coffeetree2" Cal. B&B 1QEQuercus ellipsoidalisNorthern Pin Oak 2" Cal. B&B 1TSTilia americana `Sentry` Sentry Linden2" Cal. B&B 2SHRUBSAmAronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry5 gal.Pot 18Ci Cornus sericea `Isanti`Isanti Redosier Dogwood 3 gal.Pot 9HaHydrangea arborescens `Annabelle` Annabelle Hydrangea 5 gal.Pot 18JfJuniperus chinensis `Sea Green` Sea Green Juniper5 gal.Pot 22Ra Rhus aromatica 'Gro Low' Gro Low Sumac5 gal.Pot 5Ra2Ribes alpinum Alpine Currant5 gal.Pot 18VbViburnum trilobum `Bailey Compact` Compact American Cranberry Bush5 gal.Pot 14ANNUALS/PERENNIALSHoHemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 50GRASSESCx2Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass1 gal.Pot 71PLANT SCHEDULEOn Sheet L-2On Sheet L-2On Sheet L-2 GENERAL NOTES:LANDSCAPE CONTRACTOR TOPROVIDE TREE WATERING BAGSAT THE BASE OF ALL NEWLYINSTALLED TREES OUTSIDE OFIRRIGATION COVERAGE.CONTRACTOR TO MAINTAIN TREEWATERING BAGS WITH WATERFOR 30 DAYS FOLLOWINGINSTALLATION. INFORM THEOWNER ON REFILL INSTRUCTIONS.INSTALLATION TO BE COMPLETEDIN ACCORDANCE WITHMANUFACTURER'SSPECIFICATIONS.BENEFITS:- REDUCES TRANSPLANTAND DROUGHT SHOCK.- 100% WATER ABSORPTIONWITH LIMITED RUN-OFF,ENSURING DEEP WATERSATURATION.- FILL 1 TO 2 TIMES PERWEEK, OR AS SPECIFIEDTO PREVENT CLOGGING, PLACE TREEWATERING BAG ON TOP OF MULCH15 GALLON TREE WATERING BAGNEWLY PLANTEDDECIDUOUS SHADE TREETREECALIPERTREECALIPERAPPROXIMATEWATERCAPACITYRECOMMENDEDFILLSPER WEEKSINGLE BAGSETUPDOUBLE BAG SETUP(2 SINGLE BAGS)1 TO 2INCH2 TO 3INCH14.75 TO14.25GALLONS2 FILLSPER WEEK15GALLONS1 FILLPER WEEK0.00 INCH(STAND-ALONE)4 TO 5INCH1 FILLPER WEEK25GALLONSVARIESBASED ONAPPLICATION5 TO 8INCH22.75 TO21.50GALLONS2 FILLSPER WEEK23.50GALLONSWATERING CAPACITY / FREQUENCY CHART:TOMAHAWK TREE STABILIZER STAKES.MINIMUM (2) PER TREE.SODROOT BALL TO SIT ON MOUNDEDMULCH - 4" DEEP - SEE SPECPLANTING SOIL - SEE SPEC.TOPSOILSUBGRADEOTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDEDHARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASALFLARE IS 1" ABOVE SURROUNDINGCONTACT WITH TRUNK.NOTE:SUBGRADE, REMOVE BURLAPDRAIN SYSTEM IS NECESSARY4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC.FOR HEAVY CLAY SOILS.FROM TOP 1/3 OF ROOT BALLGRADE.THE CONTRACTOR IS RESPONSIBLE FORENSURING THE TREES ARE IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD.TREE HEIGHT MEASURED FROM TOP OF ROOT BALL TO BASE OF CENTRAL LEADER.2L-2CONIFEROUS TREE PLANTING - SECTIONNOT TO SCALE............................................................ON CENTER SPACING AS STATED ON PLANWIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6INCHES BEYOND THE PLANTS ROOT SYSTEM.3'' DEPTH WATERING BASINPREPARED PLANTING SOIL BED 6" MIN. PER NOTES.MULCHFINISHED GRADEPLANT ACCORDING TO PLANTING DETAILS FOR ISOLATEDPLANTING LOCATIONS WITH THE EXCEPTION OF REDUCEDHOLE WIDTH.4L-2TYP. SHRUB & PERENNIAL PLANTING - SECTIONNOT TO SCALE1'-6" (MIN.)4"FACE OF WALL OR BACK OF CURB.EDGER PER LANDSCAPE NOTES3 OZ. FILTER FABRIC, TURN-UPFINISHED GRADEPITCH SUB-GRADE TO DRAIN AWAYFROM BUILDING WALLS & CURBS.NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION.MAINTENANCE STRIP WIDTH VARIES, SEE PLAN.AT EDGES, OVERLAP SEAMS 4".SEE PLANSWIDTHS MAY VARYMULCH, SEE LANDSCAPE NOTESENSURE 1" OF EDGER IS EXPOSED ABOVE GRADE3L-2MULCH & EDGER DETAILNOT TO SCALE1L-2DECIDUOUS TREE PLANTING - SECTIONNOT TO SCALEDO NOT HEAVILY PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN OR DEAD BRANCHES. SOMEINTERIOR TWIGS AND LATERAL BRANCHES MAY BEPRUNED; HOWEVER, DO NOT REMOVE THE TERMINALBUDS OF BRANCHES THAT EXTEND TO THE EDGE OFTHE CROWN.LANDSCAPE CONTRACTOR RESPONSIBLE TOKEEP TREE STRAIGHT AND PLUM. SUBSTAKINGWITH TOMAHAWK ROOT STAKES AS NEEDED.LANDSCAPE CONTRACTOR TO INSTALL 6" WHITEPVC TRUNK GUARD AT TIME OF PLANTING.MARK THE NORTH SIDE OF THE TREE IN THENURSERY, AND ROTATE TREE TO FACENORTH AT THE SITE WHEN EVER POSSIBLE.SET TOP OF ROOT BALL FLUSH TOGRADE OR 1-2 IN. HIGHER IN SLOWLYDRAINING SOILS.EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLAREIS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERETHE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DONOT COVER THE TOP OF THE ROOT BALL WITH SOIL.4 IN. HIGH EARTH SAUCER BEYOND EDGE OFROOT BALL (FOR ISOLATED TREES ONLY).REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAPFROM TOP THIRD OF ROOT BALLIF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE WIRE BASKET AND REMOVE BEFORE PLANTING.PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURENOTE: FOR DIMENSIONS OF PLANTING AREAS SEEPLAN, SOIL BACKFILL SHALL BE GARDEN BLENDSOIL ( EQUAL MIX OF COMPOST, SAND & SOIL ) PERNOTES.TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFT.WOOD MULCH. DO NO PLACE MULCH INCONTACT WITH TREE TRUNK. MAINTAINTHE MULCH WEED-FREE FOR AFTERPLANTING.NOTES:TREE PLANTING REQUIREMENTS:-REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THETOP-THIRD OF THE ROOT BALL AND DISPOSE OF OFF-SITE.-REMOVE THE WIRE BASKET DOWN TO THE SECONDHORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OFOFF-SITE.-EXPOSE ROOT FLARE AND SET AT GRADENEW PLANT HOLES PASS THE REQUIRED INFILTRATION TEST.6'-0" DIAMETER MULCH RINGNURSERY GRADE FIBERGLASS TREE STAKES, 1116" X 6'-0"DOUBLE STAKE WITH WIRE: 1" POLYPROPYLENE WEBBINGTHE EYE OF THE CINCH-TIE RUBBER SUPPORT. AVOIDDAMAGE TO THE ROOT BALL WITH SUPPORT STAKES.STANDARD TREE PLANTING DETAILLANDSCAPE DETAILS AND NOTES:PERENNIAL / PLUG PLANT.EDGE CONDITION VARIES - SEE PLAN.MULCH PER NOTES.PLANTING SOIL - PER NOTES.CONTRACTOR PREPARED SUBGRADE.NOTE:HAND-LOOSEN ROOTS OF CONTAINERIZED PLANTMATERIALS.18" MIN. SEE PLAN6" MIN.6" MIN.5L-2TYP. PERENNIAL PLANTING - SECTIONNOT TO SCALEEXISTING SOD BLADEEXISTING THATCH LAYERSOILNEW SOD BLADENEW THATCH LAYERSOILSUB CUT FOR NEW SODTHATCH LAYERS TO HAVEMATCHING ELEVATION1"3/4"4"CONCRETE SIDEWALK* THATCH LAYERS TO MATCH* NO THATCH ABOVE ADJACENT GRADE* SUB-CUT AND FINAL GRADE BY SOD INSTALLEROR CURB6L-2NEW SOD TO EXISTING SODNOT TO SCALELANDSCAPE NOTES:1. Tree saucer mulch to be four inches (4") depth single-shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail.2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control.3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen.Unless noted otherwise, deciduousshrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. All deciduous trees are measured at 48" from finished grade todetermine tree diameter (DBH). All coniferous trees are measured from finished grade to the top of the central leader. If no central leader is present on coniferous trees, that plant isrejected and must be replaced immediately.4. Plan takes precedence over plant schedule if discrepancies in quantities exist.5. All proposed plants shall be located and staked as shown.6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes mayrequire city review and approval.7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Scheduleplant deliveries to coincide with expected installation time within 36 hours.8. All plant materials shall be fertilized upon installation as specified.9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements.10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affectplant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission.11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site.12. Contractor is responsible for ongoing maintenance of all newly installed material for the duration of the plant warranty, with the exception of turf sod, which shall be maintainedfor 30 days after installation or until the first mowing, whichever comes first. Contractor must bag clippings from initial mowing and remove from the job site. Any acts of vandalism ordamage which may occur prior to warranty start shall be the responsibility of the contractor. Contractor shall provide the owner with O&M information, including (but not limited to),written instructions on proper lawn mowing height, yearly lawn maintenance recommendations, proper plant pruning information, plant & lawn fertilization schedule, and disease/pestcontrol.13. Warranty: The contractor shall guarantee newly planted material (including seeding) through ONE calendar year from the date of written owner acceptance. Plants that exhibitmore than 30% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures forthe plantings during the warranty period.14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based onapplicant information, public input, council decisions, etc.15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process.16. Plant size & species substitutions must be approved in writing prior to acceptance in the field.17. Replacement and repairs requested by the Owner during the warranty period must be made within 14 business days of the request.18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report anydamage to the General Contractor immediately.19. Turf Sod activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2024 edition, for turf bed preparation, installation, maintenance,acceptability, and warranty. Sod installer is to place (2) metal sod staples per roll of sod regardless of slope. On slopes 6:1 or greater, install (4) metal sod staples per roll of sod.20. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation.21. The Landscape Contractor shall clear and grub underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove treeswhere noted on the civil plan, including the stump to 30" below grade.22. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations.23. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. Thisincludes silt curtain fencing and sediment logs placed in the landscape.24. The Landscape Contractor shall establish to his/ her satisfaction that the earthwork is complete, topsoil spread to correct depth, and compaction conditions are adequate toallow for proper drainage at and around the building site. Notify the General Contractor immediately if soil conditions left by the earthwork sub-contractor are not satisfactory. Noadditional compensation will be paid for discrepancies due to earthwork once the landscape contractor begins plant material installation.25. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf shall have no less than 6" of imported top soil, areas designated for shrubs, trees,and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. Decompactsubgrade soils where density is excessive and may inhibit plant growth.26. Landscape contractor must prove the open sub-grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hourprior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes auguredevery 36" on-center and filled with MnDOT Free-Draining Coarse Filter Aggregate. Re-test sub-grade percolation for compliance to infiltration minimum requirement.27. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nurserystock traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram,nithiazine, thiacloprid and thiamethoxam.28. All edger shall be galvanized, perforated landscape edging, 16ga. unless otherwise noted. Anchor every 18" on-center (minimum). Submit sample for approval. Coyote Productsor Equal.29. Mulch: All trees located outside of plant bed limits to receive Western Red Cedar wood mulch to a depth of 4 inches. Wood mulch tree rings per details. Unless otherwise noted,all plant beds and and vehicle overhang areas to receive Rock Mulch; locally available 1" diameter River Stone to a depth of 4". Submit mulch sample(s) for Owner approval. Rockmulch to be installed over 5 oz, needle-punch free draining weed mat. Do not install weed mat under perennials, with the exception of ornamental grasses.30. Seed Areas: Maintain newly seeded areas per MnDOT Seeding Manual, 2024 edition. Warranty includes seeding contractor on-site maintenance visits for mowing, weeding,spot-spraying invasives, and re-seeding bare areas. Ensure cover crop achieves 80% germination and erosion is not evident. An acceptable stand of seeding is full, lush, and free ofinvasive plants & weeds. See Sheet L-3 for native seeding information.31. Irrigation: The landscape contractor shall provide a quote and furnish an Irrigation Layout Plan with head-to-head coverage of all tree, turf and shrub planting areas. Usecommercial-grade irrigation equipment and provide product cut-sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinateirrigation connection point, controller, back-flow and valve locations with the builder & general contractor.32. Any disturbance beyond the work limits in existing natural areas to remain must be repaired by the contractor.L-2LANDSCAPE DETAILS AND NOTESSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects7L-2TREE WATERING BAG DETAILNOT TO SCALE1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of OtsegoPublic Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed byconstruction, including right-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.GENERAL NOTES: NATIVE SEEDING INSTALLATION METHOD:Drop Seeding Onto Tilled SitesThis is the "standard" method for seeding on prepared sites such as those on construction projects.a) Site Preparation: The site should be prepared by loosening topsoil to a minimum depth of 3inches.b) Fertilizer: Use a fertilizer analysis based on a soil test or a general recommendation is a10-10-10 (NPK) commercial grade analysis at 200 lbs/acre.c) Seed Installation: Seed should be installed with a drop seeder that will accurately meter thetypes of seed to be planted, keep all seeds uniformly mixed during the seeding and containdrop seed tubes for seed placement (Brillion-type). The drop seeder should be equipped with acultipacker assembly to ensure seed-to-soil contact.d) Seeding Rates: Rates are specified in the mixture tabulation for the specified mix.e) Packing: If the drop seeder is not equipped with a cultipacker, the site should be cultipackedfollowing the seeding to ensure seed-to-soil contact.f) Mulch: Cover soil with a hydromulch consisting of natural wood fiber or paper fiber, water, andM-Binder at 100 lbs per acre.Note: Heavy equipment is not allowed in the infiltration basins to keep soils from getting compacted.If any compaction occurs due to seeding operations, the soils must be uncompacted.NATIVE SEED MAINTENANCENative Grass and Forb Mixtures (mixtures beginning with the number 3)Year 1Establishment (spring seeding):1) Prepare site - Late April - May2) Seed - May 1 - June 1Maintenance:1) Mow (6-8 inches) - every 30 days after planting until September 30.2) Weed Control - mowing should help control annual weeds. Spot spray thistles, etc.Establishment (fall seeding):1) Prepare site - Late August - early September2) Seed - late September to freeze-upMaintenance (following season):1) Mow (6-8 inches) - once in May, June, and July2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.Evaluation:1) Cover crop growing within 2 weeks of planting (except dormant plantings).2) Seedlings spaced 1-6 inches apart in drill rows.3) Native grass seedlings may only be 4-6 inches tall.4) If there is a flush of growth from foxtail etc., mow as necessary.Year 2Maintenance:1) Mow (6-8 inches) one time between June 1 - August 15 before weeds set seed.2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.3) Some sites may not require much maintenance the second year.Evaluation:1) Cover crop will be gone unless winter wheat was used in a fall planting.2) Grasses forming clumps 1-6 inches apart in drill rows, but still short.3) Some flowers should be blooming (black-eyed Susans, bergamot, etc.).4) If there is a flush of growth from foxtail etc., mow site.Year 3Maintenance:1) Mow only if necessary.2) Weed Control - Spot spray thistles, etc.3) Sites usually do not require much maintenance the third year.Evaluation:1) Planting should begin looking like a prairie - tall grasses, flowers, etc.Long-termMaintenance:1) Weed Control - Spot spray thistles, etc.2) Burning (3-5 year rotation) alternate spring and fall if possible.3) Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning).4) Burning two years in a row will really "clean up" rough-looking sites.NATIVE SEED MIX:LANDSCAPE NOTES AND SCHEDULES:Native Seed 'Type A' Areas noted per plan: (unless otherwise noted on civil plans), shall be:MnDOT 'Southern Shortgrass Roadside' Seed Mix, worked into the topsoil layer at 26.0 lbs per acre.Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications.1.IRRIGATION SYSTEM SHOULD AVERAGE 40(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. NOTIFYLANDSCAPE ARCHITECT IF EXISTING PRESSURE DIFFERS. BUILDING PRESSURE IS NOT KNOWN.2. IRRIGATION CONTRACTOR TO PREPARE FULL IRRIGATION LAYOUT PLANS FOR LANDSCAPE ARCHITECT'SREVIEW. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINORADJUSTMENTS TO THE LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELDCONDITIONS. HEAD LOCATIONS SHALL BE FLAGGED AND REVIEWED BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.3. COORDINATE SLEEVING AND IRRIGATION PIPE / HEAD / INTERNAL PLUMBING INSTALLATION WITH THEWORK OF OTHERS.4. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS. (HOWEVER, IF THE CONTRACTDRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TOBE USED, THE CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THEMANUFACTURE. ALL SUCH LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.)5. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES, AND SERVICES PRIOR TOTRENCHING.6. LATERAL PIPING TO BE A MINIMUM OF 12 INCHES DEEP AND MAINLINES A MINIMUM OF 18 INCHES DEEP.7. ALL MAIN LINE PIPING AND LATERAL PIPE OF 1-1/2" AND LARGER SHALL BE PVC (SDR 26 / CLASS 160),HOWEVER THE IRRIGATION FEED FROM THE BUILDING INTO THE LANDSCAPE SHALL BE COPPER. ALLOTHER LATERAL PIPE OF 1-1/4" AND SMALLER MAY BE POLYETHYLENE.8. ALL TEES AND ELBOWS SHALL BE PVC (160 PSI). INCLUDE THRUST BLOCKING AT TEE AND ELBOW POINTS.9. ALL SPRINKLERS SHALL BE AS NOTED ON DETAIL & SPECIFICATION.10. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER TURF GRASS HAS BEEN ESTABLISHED AND ALLSETTLEMENT AT HEADS HAS OCCURRED.11. ALL AUTOMATIC CONTROLLERS, RISERS, BACKFLOW PREVENTERS AND HOSE BIBS SHALL BE SET PLUM.SPRINKLER HEAD RISERS, QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SETPERPENDICULAR TO FINISHED GRADE.12. CONTROL VALVE WIRES, INCLUDING THE GROUND WIRE, SHALL BE #12 GAUGE U.F.U.L. APPROVED DIRECTBURIAL. UNDERGROUND CONNECTIONS SHALL BE MADE WITH 3-M WIRE CONNECTORS (DBY) ORAPPROVED EQUAL.13. TRACER-WIRE IS TO BE PLACED OVER ALL MAIN AND LATERAL LINES.14. PLACE ALL VALVES IN APPROVED VALVE BOXES.15. USE TEFLON TAPE ON ALL THREADED JOINTS.16. BRAND EACH VALVE BOX WITH 2" HIGH LETTERING SHOWING ZONE NUMBER AND CONTROLLER LETTER(EXAMPLE 'A3'). THIS STAMP IS TO MATCH THE ZONE SHOWN ON THE PLAN UNLESS OTHERWISEDIRECTED BY LANDSCAPE ARCHITECT.17. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWINGCOMPLETION OF SYSTEM INSTALLATION.18. CONDUCT AND DEMONSTRATE WINTERIZATION AND SPRING START-UP PROCESS TO OWNER IN THE FALLOF COMPLETION.19. LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS BEFORE BACKFILLING.20. IRRIGATION CONTRACTOR TO COORDINATE MECHANICAL ROOM WATER CONNECTION POINT WITHMECHANICAL ENGINEER AND PLUMBING CONTRACTOR.21. AFTER INSTALLATION OF DRIP IRRIGATION PIPE IS COMPLETE AND PRIOR TO SODDING OR MULCHINSTALLATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW THEINSTALLATION OF THE DRIP IRRIGATION SYSTEM.22. LANDSCAPE CONTRACTOR TO ADJUST HEADS IN THE FIELD TO ENSURE WATER DOES NOT SPRAY THEBUILDING FACE OR PAVED AREAS.23. COORDINATE LOCATION OF ROOFTOP-MOUNTED ATMOSPHERIC MOISTURE (RAIN) SENSOR WITH OWNERAND ARCHITECT.24. COORDINATE LOCATION OF SLEEVING UNDER PAVED AREAS WITH GENERAL CONTRACTOR, EARTHWORK,AND PAVING SUB-CONTRACTORS.25. SUBMIT LAYOUT PLAN AND PRODUCT DATA TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVALPRIOR TO INSTALLATION.26. IRRIGATION BID SHALL INCLUDE (1) FALL SHUT-DOWN AND (1) SPRING START-UP (SPRING OF THE YEARFOLLOWING INSTALLATION).27. THIS PROJECT WILL USE HUNTER COMMERCIAL IRRIGATION PRODUCTS.28. PROVIDE THE OWNER WITH MANUFACTURER'S INSTRUCTION MANUAL FOR CONTROLLER. POSTIRRIGATION ZONE LAYOUT MAP AT 8"x10" NEXT TO THE CONTROLLER FOR REFERENCE.29. PROVIDE THE OWNER WITH AN AS-BUILT PLAN (PAPER AND CAD .DWG) UPON COMPLETION OFINSTALLATION.IRRIGATION PERFORMANCE NOTES:L-3LANDSCAPE NOTES & SCHEDULESSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of OtsegoPublic Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed byconstruction, including right-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.GENERAL NOTES:PLUGFLATRiver BullrushBolboschoenus fluviatiusRootSizeCommon NameScientific Name(Provide a randomand equal mixtureof the plants listed)PLUGFLATTussock SedgeCarex strictaPLUGFLATWooley SedgeCarex pellitaPLUGFLATBebb's SedgeCarex bebbiPLUGFLATBlue Joint GrassCalamagrostis canadensisPLUGFLATBottle Brush SedgeCarex comosaPLUGFLATLake SedgeCarex lacustrisPLUGFLATFox SedgeCarex vulpinoideaPLUGFLATCommon RushJuncus effususPLUGFLATGreen BulrushScirpus atrovirensPLUGFLATCord GrassSpartina pectinataPLUGFLATWoolgrassScirpus cyperinus24" On-CenterPlug Spacing:* Contractor is to evenly distribute the allocated amount of prairie plugs throughout the basin areas located withinthe site accordingly. Plug specie selections are subject to seasonal availability.BASIN BOTTOM LIVE PLUG SCHEDULE:Native Seed 'Type B' Areas noted per plan: (unless otherwise noted on civil plans), shall be:MnDOT 'Two-year Cover Crop' Seed Mix, worked into the topsoil layer at 25.0 lbs per acre. Submit seedmix for approval. Grading and Erosion Control per Civil Plans and Specifications. SSMSTPBMH: 25FTPCMH: 25FTPCMH: 25FTPBMH: 25FTPAMH: 25FTPBMH: 25FTPBMH: 25FTPAMH: 25FT2.02.13.1 2.92.2 2.3 1.9 1.61.5 1.43.5 3.23.2 2.6 1.9 1.8 1.8 1.7 3.3 2.93.7 2.5 2.5 2.5 2.1 2.1 3.7 3.13.0 2.6 3.3 3.0 2.6 2.3 3.8 3.14.13.3 3.4 3.3 2.8 2.4 3.6 3.24.9 4.1 3.3 3.1 2.7 2.3 3.9 3.54.8 4.6 3.5 2.9 2.6 2.3 3.5 3.34.9 4.3 3.3 3.0 2.7 2.5 2.7 2.74.6 3.6 3.5 3.3 2.9 2.7 2.5 2.5 1.81.5 1.41.31.4 1.4 1.41.3 1.2 1.0 1.01.11.3 1.6 1.83.3 3.1 3.7 3.5 2.9 2.6 2.4 2.3 1.9 1.8 1.8 1.9 1.9 2.1 2.0 1.9 1.7 1.4 1.3 1.4 1.7 2.1 2.44.43.5 3.5 3.4 2.8 2.4 2.2 2.3 2.1 2.2 2.3 2.4 2.4 2.4 2.7 2.5 2.3 2.3 2.0 1.91.72.2 2.6 3.1 2.9 2.34.9 4.2 3.3 3.0 2.6 2.3 2.1 2.3 2.2 2.5 3.0 3.1 2.9 2.8 3.2 3.0 2.8 3.0 2.9 2.5 2.1 2.6 3.3 3.6 3.4 3.24.84.53.5 2.9 2.5 2.1 2.2 2.6 2.7 2.8 2.5 2.6 3.2 3.64.13.9 3.4 2.7 2.4 2.5 2.7 3.1 3.64.43.4 3.04.8 4.1 3.2 3.0 2.5 2.1 2.2 2.8 3.7 4.4 3.9 3.8 4.8 5.0 4.7 4.9 5.1 4.2 3.5 4.1 4.2 3.8 3.7 4.3 3.3 3.34.2 3.2 3.2 3.1 2.4 2.0 2.3 3.0 4.25.75.85.46.4 5.95.1 5.46.3 6.2 5.0 5.95.1 4.14.04.73.4 3.42.8 2.5 3.1 2.9 2.2 1.8 2.1 2.7 3.8 4.7 4.4 4.2 5.2 5.2 4.7 5.0 5.4 4.8 3.9 4.7 4.5 3.8 3.6 4.4 3.1 3.13.5 2.3 2.3 2.3 1.81.52.0 2.5 2.9 3.0 2.5 2.7 3.5 4.0 4.3 4.2 3.8 2.9 2.5 2.7 3.0 3.3 3.74.13.6 3.13.3 2.5 1.7 1.7 1.4 1.3 1.4 1.8 2.1 2.0 2.3 2.9 3.1 2.9 3.0 3.4 3.2 2.9 3.0 3.0 2.5 2.2 2.7 3.2 3.5 3.3 2.92.3 2.2 1.81.5 1.41.3 1.3 1.6 1.81.72.0 2.3 2.5 2.5 2.5 2.8 2.7 2.4 2.5 2.2 2.1 1.8 2.2 2.5 2.81.6 1.4 1.3 1.3 1.5 1.5 1.6 1.7 1.8 2.0 2.1 2.3 2.2 2.0 1.8 1.5 1.5 1.5 1.7 2.0 2.21.1 1.11.2 1.3 1.3 1.3 1.3 1.3 1.31.51.6 1.6 1.61.51.31.1 1.1 1.11.3 1.6 1.61.2 1.31.41.61.51.21.7 2.0 1.8 1.32.6 2.6 2.31.43.2 3.0 2.7 1.83.0 2.8 3.1 1.63.1 2.7 3.0 1.63.2 2.8 3.21.72.8 2.6 3.0 1.53.0 2.9 2.91.72.9 2.7 2.3 1.51.9 2.1 1.81.11.1 1.4 1.2 0.91.21.52.12.52.42.72.52.72.62.21.9 1.5 1.2 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.4 1.4 1.1 0.61.6 0.82.2 1.11" = 20'-0"FLOOR NUMBER - LIGHTING LAYOUT PLAN1LDE-1.1SITE LIGHTING LAYOUTPHOTOMETRICDrawn BySheet No.Job No.ScaleTitleChecked ByIssueNo. DateDateCommercial Lighting Industries81161 Indio Boulevard, Indio, CA 92201Tel: 800-755-0155 | Fax: 760-262-3940ALL PLANS AND SPECIFICATIONS ARE THE PROPERTY OFCOMMERCIAL LIGHTING IND. DO NOT SCALE DRAWINGS.ALL MEASUREMENTS MUST BE CHECKED ON SITE BYTHE CONTRACTORS AND ANY DISCREPANCIES BROUGHTTO THE ATTENTION OF THE DESIGNER OR ARCHITECT.AS SHOWN 03.26.2026S.S. I.D.0. 03.26.202685TH STREET NEOTSEGO, MNFOSSSWIM SCHOOLCalculation SummaryLabel CalcTypeDriveway & ParkingSidewalkIlluminanceIlluminanceUnitsFcFcAvg2.751.51Max6.42.7Min0.90.6Avg/Min3.062.52Max/Min7.114.50 GREAT RIVER CENTRE OF OTSEGOEIGHTH ADDITIONVICINITY MAP - NOT TO SCALESITEKNOW ALL PERSONS BY THESE PRESENTS: That CN Otsego Properties, LLC, a Minnesota Limited Liability Company, fee owner of the following described property situated in theCounty of Wright, State of Minnesota to-wit:Outlot A, Great River Centre of Otsego Seventh Addition, Wright County Minnesota.Has caused the same to be surveyed and platted as GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION and does hereby dedicate to the public for public use the public waysand the drainage and utility easements as created by this plat.In witness whereof CN Otsego Properties, LLC a Minnesota limited liability company, has caused these presents to be signed by its proper officer thisday of_________________,20.___________________________________Cory Kampschroer, Chief ManagerSTATE OF MINNESOTACOUNTY OF This instrument was acknowledged before me this_____ day of_________________, 20, by Cory Kampschroer, Chief Manager of CN Otsego Properties, LLC a Minnesotalimited liability company, on behalf of the company.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresI Kaleb J. Kadelbach do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that thisplat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on the plat have been, orwill be correctly set within one year; that all water boundaries and wetlands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this__________ day of _______________________, 20._____________________________________________Kaleb J. Kadelbach, Licensed Land SurveyorMinnesota License No. 57070STATE OF MINNESOTACOUNTY OF The foregoing surveyor's certificate was acknowledged before me this_____ day of_________________, 20, by Kaleb J. Kadelbach, Land Surveyor, Minnesota LicenceNo 57070.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresCITY COUNCIL, CITY OF OTSEGO, MINNESOTA:This plat of GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meetingthereof held this day of, 20, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.CITY COUNCIL, CITY OF OTSEGO, MINNESOTAMayor City ClerkWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _____ day of ,20._______________________________________Wright County SurveyorWRIGHT COUNTY HIGHWAY ENGINEERThis plat was reviewed and recommended for approval this _____ day of , 20._______________________________________Wright County EngineerWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes,Section 272.12, there are no delinquent taxes and transfer entered this _____ day of _______________________, 20___._______________________________________Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this _____ day of, 20, at o'clock ___.M. and was duly recorded in Cabinet No. ______, Sleeve ________, as Document No. ._______________________________________Wright County Recorder 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2026-36 VACATING EXISTING DRAINAGE AND UTILITY EASEMENTS WHEREAS, Foss Swim School, LLC has initiated vacation of existing drainage and utility easements dedicated over the property (“Property”) described by Exhibit A. WHEREAS, the City Engineer has reviewed request and determined that the existing drainage and utility easements are unnecessary for public purposes upon recording a final plat for subdivision of the Property; and, WHEREAS, the Planning Commission held a public hearing at their regular meeting on 20 January 2026 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the Planning Commission heard all parties interested therein, closed the public hearing, and voted to recommend the City Council approve the vacation request; and, WHEREAS, the Request for Council Action dated 27 April 2026 prepared by the City Planner, The Planning Company LLC, is incorporated herein; and, WHEREAS, the City Council having considered all information received finds that the existing drainage and utility easements serve no useful public purpose and vacating the existing drainage and utility easements would be in the public interest; and, NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Otsego hereby orders: 1. That the existing drainage and utility easements dedicated over the Property described herein is hereby vacated. 2. The vacation shall be effective upon recording a final plat of the Property described herein. 3. The City Council hereby determines that the vacation of said drainage and utility easements shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. (Remainder of page blank signatures follow) 2 ADOPTED by the Otsego City Council this 27th day of April, 2026. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk EXHIBIT A LEGAL DESCRIPTION Outlot A, Great River Centre of Otsego Seventh Addition, Wright County, Minnesota. 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2026-37 ADOPTING FINDINGS OF FACT AND APPROVING A FINAL PLAT AND PUD DEVELOPMENT STAGE PLAN FOR GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION. WHEREAS, Foss Swim School, LLC (“Developer”) has submitted application for a final plat and Planned Unit Development Stage Plan for Great River Centre of Otsego of Otsego Eighth Addition; and WHEREAS, the legal description of the subject property (“Property”) is attached as Exhibit A; and WHEREAS, the Property is within the East Sewer District and guided for future Commercial land uses by the 2023 Comprehensive Plan; and WHEREAS, the subject property is zoned PUD, Planned Unit Development District; the PUD District provides for those uses as allowed within the B1, Retail Business District. WHEREAS, the application for final plat approval is processed in accordance with the provisions of Section 10-5-3 of the Subdivision Ordinance; WHEREAS, an application for PUD Development Stage Plan approval is processed in accordance with the provisions of Section 11-36-4 of the Zoning Ordinance; and WHEREAS, the City Council must take into consideration the possible effects of the PUD Development Stage Plan with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2023 Comprehensive Plan guides the subject property within the Great River Centre of Otsego for commercial land use as part of the City’s primary retail, service, and office area within the community. The platting of the subject to allow for development of the proposed swim school allows for a commercial indoor recreation business that will serve Otsego and the surrounding region. The proposed use is consistent with the types of businesses planned for the area by the 2023 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The area within Great River Center bounded by 87th Street/Quaday Avenue/85th Street/Parrish Avenue (CSAH 42) is designated as a Village Center, where development is to utilize elements of traditional neighborhood design in both site planning and architecture. When Good Day Car Wash was constructed, the application review noted that development of Outlot A, Great River Centre of Otsego would be required to develop in accordance with the Village Center elements of the Great River Centre of Otsego PUD Design Guidelines. The indoor commercial recreation use and future retail building is more consistent with the community service type businesses anticipated for this area of the Great River Centre and will be compatible with the day care and apartment uses directly adjacent to the subject property. 2 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed use will comply with all requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The Great River Centre of Otsego development is accessed via Parrish Avenue (CSAH 42), which is designated as minor arterial roadways with capacity to accommodate local and regional traffic. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is within the East Sewer District established by the Comprehensive Plan where the City has planned for delivery of services for urban development. The proposed use will not overburden the City’s capacity. WHEREAS, the Planning Report dated 31 March 2026 prepared by the City Planner, The Planning Company LLC, is incorporated herein. WHEREAS, the Planning Commission conducted a public hearing at their regular meeting on 6 April 2026 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT the findings of fact outlined herein are adopted and the applications for final plat and PUD Development Stage Plan are approved based upon the foregoing information and applicable ordinances, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Right-of-way dedication and access to 85th Street and Parson Avenue shall be subject to review and approval of the City Engineer. 4. Lot 1, Block 1 shall comply with the following setback requirements: 85th St. Parson Ave. North Parking ROW Interior 30ft. 20ft. 10ft. 15ft. 5ft. 5. All utility issues shall be subject to review and approval of the City Engineer. 6. The developer shall pay Utility Availability Charges for the proposed lot at the time of final plat approval in accordance with Title 8, Chapter 1 of the City Code. 3 7. The developer shall pay Utility Connection Fees for construction of proposed principal uses at the time a building permit is issued, in accordance with Title 8, Chapter 1 of the City Code. 8. All grading, drainage, erosion control and stormwater management issues shall be subject to review and approval of the City Engineer. 9. All easements shall be subject to review and approval of the City Engineer. 10. Development of Lot 1, Block 1 shall require application for site and building plan review, or other zoning applications as may be required by Zoning Ordinance, as provided for by Section 11-9-3 of the Zoning Ordinance. a. Access and Off-Street Parking: (1) The design and construction of off-street parking areas shall comply with Section 11-21-7 of the Zoning Ordinance, subject to review and approval of the City Engineer. (2) The off-street parking area shall provide for the number of spaces as required by Section 11-21-8 of the Zoning Ordinance. b. The architectural design and exterior materials for any principal and accessory building(s) shall comply with the GRC PUD District Design Guidelines Booklet and Section 11-17-4.D.1 of the Zoning Ordinance. c. The height of any principal and accessory building(s) shall not exceed 28 feet as defined by the Zoning Ordinance. d. A landscape plan subject to review and approval of the Zoning Administrator shall be submitted outlining proposed location, type, size, and quantities of proposed plantings along with planting details meeting the requirements of Section 11-19-2 of the Zoning Ordinance, and: (1) Natural grasses or shrubs planted to screen the view of off-street parking area from view of 85th Street and Parson Avenue. (2) An irrigation system shall be installed as required by Section 5-2-3.C.2 of the City Code. e. All exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. f. All signs shall comply with the GRC PUD District Design Guidelines booklet and Chapter 37 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. g. Any outdoor storage of waste containers shall require an enclosure that complies with the provisions of Section 11-18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 11. The developer shall enter into a development contract as required by Section 10-10-4.A of the Subdivision Ordinance at the time of final plat approval and Section 11-9-7 of the Zoning Ordinance related to site and building plan review approval, subject to review by the City Attorney and approval of the City Council. 12. A final plat shall be approved within one year of City Council approval or the preliminary plat shall be deemed void. (Remainder of page blank signatures follow) 4 ADOPTED by the Otsego City Council this 27th day of April, 2026. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk EXHIBIT A LEGAL DESCRIPTION Outlot A, Great River Centre of Otsego Seventh Addition, Wright County, Minnesota.