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2026-06-09 Planning Commission Agenda PacketPLANNING COMMISSION MEETING Tuesday, June 9, 2026 City Council Chambers 7 pm Pages 1.CALL TO ORDER – ROLL CALL – ADOPT PLANNING COMMISSION AGENDA 2.MINUTES a.Approve May 12, 2026, Planning Commission Meeting Minutes 2-6 3.PUBLIC HEARING a.Public Hearing related to Due North Preliminary Plat, Final Plat, Planned Unit Development Amendment, and Site and Building Plan Review for Due North Car Wash 7-36 4.OTHER BUSINESS a.LaBeaux Commercial Centre Preliminary Plat, Final Plat, Development Planned Unit Development, Final Planned Unit Development, Rezoning, and Site Plan Review for Java Companies 37-70 5.ADJOURNMENT Planning Commission Meeting Minutes Regular Meeting on May 12, 2026 1 ALBERTVILLE PLANNING COMMISSION TUESDAY, MAY 12, 2026 DRAFT MINUTES ALBERTVILLE CITY HALL 7:00 PM 1.CALL TO ORDER – ROLL CALL – ADOPT AGENDA Chair Buhrmann called the meeting to order at 7 pm. Maeghan Becker conducted roll call. Present: Chair Buhrmann and Commissioners Anderson, Smith, Zopfi and Council Liaison Zagorski. Absent: Commissioner Huggins. Others Present: City Planner TJ Hofer, Building Permit Tech Maeghan Becker, Barb Maurer, Kathryn Clayton, Russell and Melanie Gohl, Tina Rusche, Mark Wallerius, Dave and Kathie Bush, Mohamed P Jalloh, James Amo, Rayo He, Scott Franzen, Kyle Anderson, Lisa Eull, LaDonna Eull, Beatrice and Douglas Psyk, Dawn Franzen, Christopher Adams, Daryl Hackenmueller, Mark Donnay, Ruth and Ken Kremer, Jon Lidberg, Dan and Amy Owl, Haylee Helling, and Tammy Chevalier Motioned by Smith, seconded by Zopfi to approve the agenda as submitted. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. 2.MINUTES Motioned by Anderson, seconded by Smith to approve the April 14, 2026, Planning Commission meeting minutes as presented. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. 3.PUBLIC HEARING a.Public Hearing related to Interim Use Permit at 11011 61st Street NE for PID 101- 078001010 Hofer presented the Interim Use Permit request to the Commissioners. Agenda Page 2 Planning Commission Meeting Minutes Regular Meeting on May 12, 2026 2 Motioned by Anderson, seconded by Zopfi to open the Public Hearing. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Ruth Kremer, owner of Kremers Toy and Hobby, approached the podium. Ruth said she opposes this use in the same building due to parking, compatibility, and noise concerns. She believes they will not be able to operate their business effectively if this IUP is allowed. Ruth also mentioned the taekwondo tenant currently in the building. The noise level they need in order to advance their students would not be compatible with this proposed tenant. Ken Kremer, owner of Kremers Toy and Hobby approached the podium. Ken said they respectively oppose the proposed IUP in the mall. He said this was presented to them as a community center for youth activities, and they are confused because it sounds more like a prayer center. There is confusion on the operational hours, and what they will be doing during those hours. It is not consistent. They are long time tenants of the Albertville Plaza, which is designed and intended for commercial and retail use. When they entered their lease, they expected additional commercial/retail use. They have also heard other retail/commercial tenants have been turned away by the property management and are not sure why. Kirby Dorothy, Property Manager of the Albertville Plaza building, approached the podium for any questions. Zagorski brought forth questions to the public hearing speakers that may get brought up at the council meeting. He asked them about parking issues when the old dance studio was there. He asked about the community center vs prayer center, are they trying to combine both these items. Dorothy responded there would be prayer service, along with services to help the community such as help with kids’ homework or providing help filling out job applications. Mohamed Jalloh, the applicant, approached the podium. He informed Commissioners they have been renting spaces by reservations in surrounding cities and they are now looking to become a tenant and create a space of their own. Mohamed went over some of the activity that would be happening in the building, such as prayer, and services by appointment. He believes there would not be more than 50 people in the building at one time. Smith asked what a typical week would be like. Mohamed said they would meet at Noon to 2:30pm, and that services would be by appointment. Other items would be like baptism or wedding ceremony, help services for jobs or kids’ homework. He said all people work different schedules so he cannot give a specific time based on the members schedules. Anderson asked if they are open Monday thru Thursday, Mohamad said yes. There may be volunteers cleaning there at any given point but would take up minimal parking. Russell Gohl, resident at 6040 Kalland Circle Ne, approached the podium. Gohl is stating he is hearing a lot of unknowns and open-ended statements from the applicant. He has concerns because he does not know what the use is going to be as this has not been clearly stated. They should be able to answer when their prayer services are going to be, and what their operating hours will be. Agenda Page 3 Planning Commission Meeting Minutes Regular Meeting on May 12, 2026 3 Smith asked the applicant what it means in their application when it says, they need at least 5 members to open the doors. Mohamed informed that means 5 people in their group need to approve any appointment to open the doors. Another representative of the community center approached the bench and informed Commissioners they are a non-profit organization, and they are to help the community and the kids. They will schedule by appointment to help them with job applications and kids’ homework or whatever they need. Motioned by Anderson, seconded by Smith to close the Public Hearing. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Motioned by Anderson, seconded by Buhrmann to recommend approval of the Interim Use Permit at 11011 61st Street NE with the conditions listed in the May 12, 2026, Planners Report. Ayes: Buhrmann and Anderson. Nays: Smith and Zopfi. Absent: Huggins. MOTION TIED; MOTION DID NOT PASS. Commissioner Zopfi informed he did not believe this use was compatible with the existing tenants in the building. Commissioner Smith said the operating hours are not stable and did not fit what is currently there. Hofer informed Commissioners and the applicant this will go to the June 1st City Council meeting. b. Public Hearing for Preliminary Plat, the Planned Unit Development, and Rezoning for PID 101-500-013200 and 101-500-013201 Hofer presented the preliminary plat, the PUD, and rezoning request of the current Psyk property to the Commissioners. Motioned by Smith, seconded by Zopfi to open the Public Hearing. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Kathryn Clayton, resident at 5352 Lachman Avenue Ne, she is opposed to the proposed development and is concerned about the entire lot being commercial. She informed Commissioners the homeowners along this lot were promised a berm, and just one level strip malls and retail businesses. She has concerns on the lighting, noise pollution and that these proposed businesses maybe open 24 hours. She also addressed concerns on the parking lot and garbage can locations. Scott Franzen, resident at 11198 Lachman Circle Ne, approached the podium. He informed Commissioners he has been a resident for 30 plus years and has concerns with the possible crime, noise, and garbage pollution this may bring in the area if this entire lot is zoned all commercial. Also, that it may affect the values of their homes. He would like to know what the outlots would be directly behind their homes, prior to acting on the rezoning. Agenda Page 4 Planning Commission Meeting Minutes Regular Meeting on May 12, 2026 4 Hofer informed the outlots are a concept plan for future development and will require a public hearing when they will be developed. The residents disagree because Commissioners are acting on the rezoning of the entire lot, changing a portion of the lot from residential to B-3 PUD commercial. Tammy Chevalier, resident at 5541 and 5533 Lachman Avenue Ne, approached the podium. Chevalier has concerns on the rezoning of the residential area and what the outlots will be. She has 25 years’ experience as a realtor and is concerned of what this may do to their property values. Christopher Adams, resident at 5411 Lachman Avenue Ne, approached the podium. Adams is respectfully opposed to this rezoning. Adams would like more information from the developer for what the future plans would be before acting on the rezoning of the current residential portion of the lot. Roy Otte, resident at 11191 Lachman Circle Ne, approached the podium. Would like to see more information, he has questions if there is going to be a berm, and the location. Has more questions on the setbacks if this lot gets zoned commercial. He would like to see more information before acting on the rezoning. Residents and Hofer discussed time frames for when public hearing notices are to be sent out per state statute. Dan Owl, resident at 5339 Lachman Avenue Ne, approached the podium. Owl presented his concerns that the developer is proposing to rezone the entire parcel to commercial and not conveying what the entire project will be. He would like more information before acting on the rezoning of the parcel. Dawn Franzen, resident at 11198 Lachman Circle Ne, approached the podium. They purchased their home when the entire lot was zoned residential and that is one of the reasons they purchased their home. If it was commercial, they would have looked somewhere else. Tina Rusche, resident at 11196 Lachman Circle Ne, approached the podium. She informed Commissioners she will no longer want to live at her house if this proposal is approved. She does not believe we have all the information needed to decide tonight, and there are still a lot of unknowns with the lot directly behind them. Jill Anderson, resident at 11197 Lachman Circle Ne, asks the Commissioners to deny this proposed PUD and rezoning. Property owners’ opinion matters when it comes to their property values, and this change will affect their property value. The landowners have come together to voice their opinion on this proposed land use and to please deny this based on all of their concerns they brought forth. Mark Krogh, the developer, approached the podium. Krogh stated they are commercial developers only, they do not do residential. He understands the concern the residents have and is open to doing a fence or a buffer, but they will only develop commercial. Agenda Page 5 Planning Commission Meeting Minutes Regular Meeting on May 12, 2026 5 John Lindberg, resident at 5501 Lachman Avenue Ne, approached the podium. Lindberg is asking the Commissioners to decline the new rezoning as there is not enough information given by the developer at this time. Mark Krogh, reiterated he understands the concerns of the residents and they will build a buffer, fence or some sort of screening for the residents. Commissioner Anderson and Hofer discussed the setbacks for the commercial setbacks. Commissioners discussed the Kingston Crossing development and how that went through the city process and how the concerns with the development were addressed. Motioned by Anderson, seconded by Buhrmann to close the Public Hearing. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Commissioners discussed the terms for residential zoning and what could still be proposed with residential zoning behind these houses. Commissioners discussed if the current zoning stayed as is, and if the developer continue with his current plans and the residential portion stay residential. Motioned by Smith, seconded by Zopfi to table until the June 9 Planning Commission Meeting to decide on the Preliminary Plat, the Planned Unit Development, and Rezoning for PID 101-500- 013200 and 101-500-013201 after the developer can revise his plans to address the concerns as he discussed with Commissioners. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Mark Krogh said if the residents want that half to stay residential, he will section off the residential half and sell to a residential builder. He would like to keep the other half commercial and continue to build the proposed commercial properties discussed in the May 12, 2026, planning packet. 4. OTHER BUSINESS a. None. 5. ADJOURNMENT Motioned by Anderson, seconded by Buhrmann to adjourn the meeting at 8:59 pm. Ayes: Buhrmann, Anderson, Smith and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Respectfully submitted, ____________________________ Maeghan Becker, Building Permit Tech Agenda Page 6 Planning Commission Request for Recommendation June 9, 2026 ACTION REQUESTED The Planning Commission is asked to make a recommendation to the City Council on the Preliminary Plat, Planned Unit Development (PUD) Amendment, and Site and Building Plan Review for the parcels legally defined as Outlot A, Albertville Plaza Third Addition. The request includes the Preliminary Plat, PUD Amendment, Rezoning, and Site and Building Plan Review for the site. Staff have identified that the application does not require a Rezoning. The Preliminary Plat and PUD Amendment require public hearings. The request also includes an application for Final Plat, which is not reviewed by the Planning Commission. BACKGROUND Cory Kampschroer of LEP Holdings, LLC, the applicant, has made an application on behalf of the property owner, Beatrice Roden, for a Preliminary Plat, Final Plat, PUD Amendment, Rezoning, and Site and Building Plan Review for the property. The Planning Commission is responsible for reviewing and making a recommendation to the City Council on the Preliminary Plat, Preliminary PUD, Rezoning, and Site and Building Plan Review applications. Staff have identified that the application does not require a Rezoning. The applicant is seeking the rezoning as the proposed use, a car wash, is a conditionally permitted use in the B-3 district. As the site already is already zoned Albertville Plaza 3rd Addition B-2A/PUD, the existing PUD can be amended to allow the use on the lot. This staff report and the attached draft ordinance and resolution do not include the requested Rezoning. The property is located along the west side of LaBeaux Avenue Northeast between 57th Street Northeast and 61st Street Northeast, PID 101-158-000010, a 1.45-acre parcel, and is zoned B-2A. The property is currently occupied by a residential building and an accessory structure. The site has accesses off LaBeaux Ave NE on an existing private street. Properties to the north are part of a B-3/PUD, properties to the west are B-2A, and properties to the south are zoned B-2A and B- 2/PUD. TO: Chair Buhrmann and Members of the Planning Commission FROM: T.J. Hofer, Consultant Planner Jenni Faulkner, Consultant Planner AGENDA ITEM: Due North Preliminary Plat, Final Plat, Planned Unit Development Amendment, and Site and Building Plan Review for Due North Car Wash HEARINGS Preliminary Plat and Planned Unit Development Amendment Agenda Page 7 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 2 of 8 REVIEW Proposed Conditions The applicant proposes to amend the existing PUD and plat an existing outlot to develop the site as a car wash. The lot abuts LaBeaux Ave NE, but would have direct access from the two adjacent private streets to the west and south. PUD Amendment The applicant is proposing to amend the existing Albertville Plaza 3rd Addition B-2A/PUD to allow for the proposed car wash use. Further details of the PUD and the requested flexibility are detailed below in the Site and Building Plan Review section. When considering a zoning amendment, the Planning Commission shall consider adverse effects of the proposed amendment, and its judgment shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained herein. 4. The proposed use will not tend to or actually depreciate the area in which it is proposed. 5. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. 6. Traffic generation by the proposed use is within the capabilities of streets serving the property. Staff believes that the proposed amendment to the existing PUD meets the factors established in the ordinance. The proposed use is not a permitted use in the B2-A district, but PUDs can be used to allow a mixture of uses and the lot abuts an arterial road within the city. Businesses that abut arterial roads are generally expected to be motor vehicle-oriented commercial and service activities. Preliminary Plat Review Dimensional Standards Title 11 Subdivision establishes standards for subdivision and Chapter 7 establishes design standards. Length and width standards are established for blocks, with specific requirements set for residential subdivision. Commercial blocks are not given specific metrics. Standard B-2A/PUD L1, B1 Lot area (ac.) 1 1.45 Lot width (ft.) 150 196.99 Lot area, width, and depth are required to be designed to meet the zoning ordinance. The B-3 zoning district does not have standards for lot area or lot depth. The proposed preliminary plat meets the lot area and width standards of the B-3 zoning district. Agenda Page 8 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 3 of 8 The proposed lot is a double-frontage lot as proposed, but the lot abuts LaBeaux Ave NE, an arterial street, which is allowed. Streets No additional streets are proposed with the development. Access Access to the lot is proposed to be located directly off the existing private streets to the south and west. The access to the south is proposed at 30 ft. wide, and the access to the west is proposed at 24 ft. wide. The access to the south is approximately 220 ft. from the edge of LaBeaux Ave NE. Accesses may exceed 24 ft. only when approved by the City Engineer. A condition is included that requires accesses to be approved by the City Engineer. The access to the site is located on private roads, however, the western access is located approximately 24 ft. from the northern access to the Kindercare to the west. Nonresidential accesses are required to be separated by at least 40 ft. The driveway separation can be allowed with flexibility within the PUD. Dedication Requirements Park dedication is required for the proposed subdivision. Commercial subdivisions or developments require 10% land dedication. The area of the plat has not been identified by the city as a location for a park, and proposed trails in the area are to be located on the west side of LaBeaux. When no land dedication is desired by the city, a cash contribution in lieu of land dedication is required. For commercial properties, $9,020.00 is required per acre subdivided. A total of 1.45 acres is proposed to be replatted from the existing outlot, which would require $13,079.00 in park dedication. Water and Sanitary Sewer Systems The site does have access to public utilities. Water and sanitary sewer plans shall be reviewed and approved by the City Engineer. A condition requiring approval by City Engineer is included. Erosion and Sediment Control An existing stormwater management basin exists to the southwest of the site. The proposed site plan shows a connection to the existing storm sewer. A silt fence is proposed around the site for erosion control. A condition requiring approval by the City Engineer is included. Easements Drainage and utility easements were dedicated on the site with the Albertville Plaza plat. A condition requiring approval by the City Engineer is included. Site Plan Review A site plan has been submitted which shows the locations of structures, parking, and drive- through stacking. Uses The proposed use is a conditional use within the B-3 district. The PUD would allow for a car wash as a permitted use, with performance standards. Within the B-3 district, the following conditions are required for car washes as a conditional use, which would be recommended as standards for the use within the PUD: Agenda Page 9 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 4 of 8 • Architectural standards in Section 4400.9 apply. Architectural standards are reviewed below. Staff notes that the car wash CUP standard cites “4400.8” but the standards are set out in 4400.9 • Stacking shall be provided to accommodate the number of vehicles that may be washed in a 30-minute period. Information regarding the number of vehicles that can be washed within a 30-minute period must be included in the application. Based on the stated 2-minutes per car wash period, the applicant would be required to provide 15 vehicles worth of stacking. The applicant has not submitted an exhibit that shows the required stacking, but the site plan shows approximately 335 linear ft. of are where stacking for the car wash would be located. • Provisions shall be made to control and reduce noise. The applicant has provided supplemental information in an email that describes the provisions made to control and reduce noise that include technology that reduces total needed blower time, ensuring doors that access the car wash are only opened when vehicles are entering or exiting, and hours of operation between 7:00 am to 8:00 pm. Dimensional Standards The submitted site plan has been reviewed to determine any flexibility that may be necessary to include in the PUD standards. Standard B-2A PUD Proposed Conditions Front yard setback (ft.) 35 73.86 Side yard setback(ft.) Interior Corner 10 35 14.99 98.06 Rear yard setback (ft.) 20 75.95 Parking lot setback from street (ft.) 15 51.75 Parking front setback 10 Setback from back of curb of the private street (ft.) 10 Curb barrier from lot line (ft.) 5 24.16 Site coverage maximum (%) 80 80.0 The shortest dimension along the right-of-way is the western lot line, meaning the front of the lot is the western lot line. Agenda Page 10 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 5 of 8 Landscaping Income-producing property uses are required to provide one shade tree or evergreen tree and 16 ornamental trees or shrubs. The subject property is proposed to have one deciduous tree, 21 shrubs, and 11 perennials. The application proposes 2 hydrangea and 19 spirea to meet the shrub requirements. These are not identified as suitable or prohibited shrubs in the zoning ordinance. The code requires that plantings be consistent with the standards in the ordinance, including the identified suitable planting materials. Flexibility can be included in the PUD to allow for species that are not included in the suitable species list and are not prohibited by the zoning ordinance. Screening Screening is required where any business or industrial use abuts property zoned for residential use; that business or industry shall provide screening along the boundary of the residential property. Screening shall also be provided where a business or industry is across the street from a residential zone, but not on the side of a business or industry considered to be the front (as defined by this ordinance). No additional plantings are required for the proposed use. Trash Enclosures Trash enclosures are required to be located in the rear or side yard and must meet accessory structure setbacks. The proposed site plan shows the trash enclosure located in the western yard, which would be the front yard. The plans should be revised to relocate the proposed trash enclosure. Lighting A lighting plan has not been submitted. The applicant has stated that all exterior lighting on the site shall be downcast and located on the structure. Exterior lighting shall meet the requirements established in the zoning ordinance. Parking Lot, Block and Use Stalls Required Ratio Required Stalls Proposed Stalls Car Wash (Unknown employees) A minimum of 10 spaces, or 1 space for each employee on the maximum shift, whichever is greater. 10 13 The applicant has not provided information regarding the number of employees on the maximum shift, but is providing 13 parking stalls in addition to the parking that is internal to the building for the use of vacuum stalls. A condition is included that the applicant provide additional information regarding the maximum number of employees on the maximum shift as part of the building permit to confirm the required amount of parking on the site. Building Materials In the B-3 zoning district, 50% of all exterior wall finishes must be constructed of materials containing only brick, dimension stone, glass, stucco and its replicas, woods, rock faced block, or aggregate precast concrete panels. In the B-3 zoning district, any exposed metal or fiberglass finish on all buildings shall be limited to no more than 50% of the total solid surface of all walls. Agenda Page 11 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 6 of 8 For building walls which face public rights-of-way or abut residential uses, an exposed metal or fiberglass finish shall not exceed 50% of the wall area. Any metal finish utilized in the building shall be a minimum of 26-gauge steel. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. Building Material Square Footage Percentage North Elevation Windows/Doors 480 15.6% Precast Type A 368 12.0% Precast Type B 0 0.0% Precast Type C 2,063 67.2% Metal Panel 160 5.2% South Elevation Windows/Doors 1,014 38.4% Precast Type A 283 10.7% Precast Type B 1,152 43.6% Precast Type C 0 0.0% Metal Panel 192 7.3% West Elevation Windows/Doors 426 31.1% Precast Type A 215 15.5% Precast Type B 416 29.9% Precast Type C 270 19.4% Metal Panel 64 4.1% East Elevation Windows/Doors 425 24.0% Precast Type A 654 36.9% Precast Type B 591 33.4% Precast Type C 0 0.0% Metal Panel 100 5.7% The proposed exterior materials appear to meet the architectural requirements for the B-3 district. Signs No specifications were provided regarding signage on the site, but wall signs are shown on the submitted elevations. A Comprehensive Sign Plan is required for a PUD Amendment and shall be reviewed and approved as part of future sign permit applications. Any proposed signs shall meet the standards established within the Albertville City Code. Compliance with Comprehensive Plan The proposed Preliminary Plat and PUD Amendment must comply with the Albertville Comprehensive Plan. The property is shown on the Proposed Land Use Plan as Commercial. Commercial Goal 1 in the Albertville Vision/Comprehensive Plan is to promote commercial development by the city, taking advantage of its access to Interstate 94 and the growing Agenda Page 12 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 7 of 8 population of Albertville and its adjoining communities. The proposed use is located in a developing commercial corridor along an arterial road. RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the Planning Commission consider the following: MOTION TO: Recommend approval of the ordinance amendment to the Albertville Plaza 3rd Addition PUD, with the following terms: 5200.4.2 Albertville Plaza 3rd Addition A. USES: All permitted uses permitted accessory uses, conditional uses, and interim uses contained in the B-2A zoning district defined in this chapter that are consistent with the zoning performance standards shall be treated as allowed uses within a PUD district, except: 1. Car washes shall be a permitted use on Lot 1, Block 1, Due North Addition, with the following standards: a. Architectural standards in Section 4400.8 apply. b. Stacking shall be provided to accommodate the number of vehicles that may be washed in a 30-minute period. Information regarding the number of vehicles that can be washed within a 30-minute period must be included in the application. c. Provisions shall be made to control and reduce noise. B. Lot Requirements and Setbacks: Setbacks Front Setback from back of curb of the private street Side (Interior) Side (Corner) Rear Lot Area Lot Width Building 35 feet 20 feet 10 feet/ 35 feet abutting a R district 35 feet 20 feet/ 35 feet abutting a R district 1 acre 150 feet Parking 10 feet 10 feet C. Special PUD Conditions: 1. All lots in the 3rd Addition shall be members of the Albertville Plaza Business Association responsible for the maintenance and management of the private street and common owed amenities. 2. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. MOTION TO: Recommend approval of the Preliminary Plat, Final Plat, and Site and Building Plan Review for Due North Car Wash for PID 101-158-000010 legally described as Outlot A, Albertville Plaza Third Addition, Wright County, Minnesota. With the following conditions of approval: Agenda Page 13 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 8 of 8 1. Approval the amendment to Section 5200.4.2 Albertville Plaza 3rd Addition PUD B- 2A/PUD. 2. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. 3. The utility plan shall be subject to the review and approval of the City Engineer. 4. The plat shall provide utility easements over all utilities, drainage ways, and stormwater ponds serving the plat. The size and location shall be subject to the review and approval of the City Engineer. 5. The applicant shall enter into a development agreement with the City of Albertville for the required site improvements and the installation of the public utilities and public streets. Attachments: A. Location Map B. Zoning Map C. Due North Car Wash Application D. Due North Car Wash Civil Materials E. Due North Car Wash Architectural Materials F. Draft Ordinance G. Draft Resolution Agenda Page 14 Due North - Location Map 1,104 ft Agenda Page 15 Subject PropertyAgenda Page 16 Agenda Page 17 PROJECT LOCATIONSITEMINNESOTADUE NORTH ALBERTVILLESITE IMPROVEMENT PROJECTALBERTVILLE, MNCITY OF ALBERTVILLEWRIGHT COUNTYSITESITESITE682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNAgenda Page 18 L = 201.56N 89°28'50" E 301.88 L = 201.56 R=1,492.2S 89°28'50" W 344.08196.94S 00°31'10" ETSURVEY DATALEGEND: KEY NOTES: 682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNPROPOSED PROPERTY DESCRIPTIONPROJECT LOCATIONEXISTING PROPERTY AREAEXISTING ZONINGLOT REQUIREMENTSBUILDING DATAEXISTING PROPERTY DESCRIPTIONSETBACK: PROPOSED IMPERVIOUS COVERAGEPROPOSED PROPERTY AREASITE PLAN NOTESGENERAL NOTES PROPOSED ZONINGPARKING DATAAgenda Page 19 TLEGEND:682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNSURVEY DATAAgenda Page 20 ST-5R=959.98I=956.71 (18'') P-5ST-3AR=961.73I=956.14 (18'') P-5I=956.14 (18'') P-3I=956.14 (24'') P-3AST-4R=961.24I=957.02 (12'') STM SERV. TOOUTLOT AI=957.02 (15'') P-4ST-3R=961.24I=956.95 (18'') P-3R=958.59I=957.43 (12'') STMSERV. TO OUTLOT AI=953.00 (6'')SP-3C1I=952.00 (8'') SP-3CI=956.95 (15'') P-4I=956.95 (8'') P-5AS-3R=961.03TLEGEND: 682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNSURVEY DATAAgenda Page 21 ST-5R=959.98I=956.71 (18'') P-5ST-3AR=961.73I=956.14 (18'') P-5I=956.14 (18'') P-3I=956.14 (24'') P-3AST-4R=961.24I=957.02 (12'') STM SERV. TOOUTLOT AI=957.02 (15'') P-4ST-3R=961.24I=956.95 (18'') P-3R=958.59I=957.43 (12'') STMSERV. TO OUTLOT AI=953.00 (6'')SP-3C1I=952.00 (8'') SP-3CI=956.95 (15'') P-4I=956.95 (8'') P-5AS-3R=961.03TLEGEND: 682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNSURVEY DATAAgenda Page 22 ST-5R=959.98I=956.71 (18'') P-5ST-4R=961.24I=957.02 (12'') STM SERV. TOOUTLOT AI=957.02 (15'') P-4R=958.59I=957.43 (12'') STMSERV. TO OUTLOT AI=953.00 (6'')SP-3C1I=952.00 (8'') SP-3CS-3R=961.03TEROSION CONTROL INSTALLATION SCHEDULEEROSION CONTROL NOTESEROSION CONTROL MAINTENANCE SCHEDULEVEGETATION GROUND COVER SCHEDULESWPP NARRATIVEPOLLUTION PREVENTION NOTESRESPONSIBLE PARTYDESIGN CALCULATIONSOwner: Contractor: Manager: EROSION CONTROL QUANTITIES:LEGEND: LOCATION OF SWPPP REQUIREMENTS IN PLANSSWPPP AMENDMENTS682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNPROPOSED PROPERTY DESCRIPTIONPROJECT LOCATIONEXISTING PROPERTY AREAEXISTING ZONINGEXISTING PROPERTY DESCRIPTIONIMPERVIOUS COVERAGEPROPOSED PROPERTY AREASURVEY DATAAgenda Page 23 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA0.0 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For Construction125024 Due North Albertville 05-17-26 - NE View225024 Due North Albertville 05-17-26 - SE View425024 Due North Albertville 05-17-26 - SE Aerial325024 Due North Albertville 05-17-26 - SW ViewXRS VINYL ROLL UP DOORS -COLOR "BLACK"MAC ARCHITECTURAL METALPANELS. HARRYWOOD PLUS"CORK" WOOD GRAIN FINISHELEVATE UNACLAD PREFIN MTL PARAPETCOPINGPAINTED PRECAST CONCRETEPAINTED PRECAST CONCRETEPAINTED ACCENT METLCLEAR ANODIZED ALUMINUMSTOREFRONTPROJECT TEAMArchitectMichael J. Thomas Architect, LLC4918 S. Tri Oak Circle NEEast Bethel, MN 55092Contact: Michael ThomasEmail: Web: michaeljthomasarchitect.comPhone: 651-245-2346OwnerCory Kampschroer 651-245-7455Civil EngineerCivil Engineering Site Design118 East Broadway St.PO Box 566Monticello, MN 55362Contact: Scott DahlkeEmail: sPhone: 612-619-8625Structural EngineerInnovative Structural Solutions, PA(ISS)5279 Kyler Avenue NEAlbertville, MN 55301Contact: Shawn ParksEmail: Phone: 763-425-9960Car Wash Equipment SupplierContact: Neil McCammackEmail: Phone: 317-997-8282General ContractorRochon28 2nd St. NWSuite 200Osseo, MN 55369Contact: Paul BratonEmail: Phone: 763-235-3816Contact: Paul BratonSMOOTH (METAL PAN FORMED) PRECAST CONC WALL PANELS W/REVEALS AND SCORES AS SHOWN ON THE DRAWINGS. PAINTEDCoverAgenda Page 24 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA0.2 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionD101D10'16'D101E10'16'D101F10'16'D101G10'16'D101H10'16'D101I10'16'8' by 10'D101CD101B10'16'D106D107D105D109D108BD110BD102D103D1048' by 8'8' by 7'D108AD101A10'16'8' by 7'D110AD100CD100B10'12'D100A10'12'16' by 10'16' by 10'16' by 10'MAT WASHDRWFridgeGroup B Automatic Car Wash4,032 SFGroup S-1 Moderate-hazard Storage(Indoor Vacuum Area)9,482 SFGroup B Toilets217 SFGroup B Office184 SFGroup B Lounge197 SF15' Distance To Property Line74'+ Distance To Property Line54'+ Distance To Property Line63'+ Distance To Property Line Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.1 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionD101D10'16'D101E10'16'D101F10'16'D101G10'16'D101H10'16'D101I10'16'8' by 10'D101CD101B10'16'D106D107D105D109D108BD110BD102D103D1048' by 8'8' by 7'D108AD101A10'16'8' by 7'D110AD100CD100B10'12'D100A10'12'16' by 10'16' by 10'16' by 10'MAT WASHGG11EEFF22DRWDDCCBBAAFridge331A1.21A1.31A1.41A1.51A1.61A1.83A2.11A2.12A2.11A3.11A3.11A3.21A3.24A2.13A1.64A1.62A1.624'60'84'18'28'4'17'26'-3"71'-9"115'166'1'1'16'16'10'-2"3'-4"2'12'15'-2"3'-4"6'96'16' 8'16'8'16'2'-2 5/8"VER.14'-6" 14'-6"18'25'-3 1/4" VER.4' 16' 4' 8'20'-4"6'4' 8'10'-4"3'-4"12'-6" 7' 4'8' 16'8'16'8'16'8'16'8'16'8'16'4'-6"19'-2"13'-6"7'-11 1/4"1'13'-6"4'-9" 1 3/4"8"22'-4"1'16'-8"8' 16'-8"16'-8"16'-8"16'-8"16'-8"16'-8"16'-8"16'-8"8'11'-9 3/8"168'40'x8'x9'6"HShipping Container(Wash Equipment)40'x8'x9'6"HShipping Container(Wash Equipment)40'x8'x9'6"HShipping Container(Wash Equipment)120 LF Trench DrainConvevor PitPre-wash PitFootprint = 168' x 84' = 14,112 SFCar Wash Tunnel100A: 3,707 sq ftIndoor Vacuum101A: 8,055 sq ftMen105A: 51 sq ftWomen106A: 51 sq ftLaundry107A: 62 sq ftDog & Mat Wash108A: 207 sq ftContainer A102A: 295 sq ftContainer B103A: 295 sq ftContainer C104A: 295 sq ft050709111315170306081012141618020401 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.2 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionD106D107D105D109D108BD1048' by 7'D108AD100A10'12'16' by 10'16' by 10'16' by 10'MAT WASHGF2DRW1A2.14A2.19'-7"17' VER.13'18'28'4'17'166'1'16'8'16'8'16'4'8'20'-4"6'10'-4"3'-4"168'5 5/8"7'-10 3/8"5 5/8"7'-10 3/8"5 5/8"10' 9'-7 1/4"3 5/8"8'-5 1/8"27'-1 5/8"18'-4"5 5/8"6'-6 3/8"3 5/8"8 3/8"8'1'15'-11 1/4"2' 5'1'-8"3'-4"3'-11 1/8"3'-4"12'-9 1/2"R 12'-6 3/4"1'-3 3/4"4 '-9 3 /4 "1 '-4 "4'-9 3/4"1'-4"4'-9 3/4"1'-7"40'3 3/8"4'-4"16'-10"6'-4"16'-10"Car Wash Tunnel sq ftIndoor VacuumMen105A: 51 sq ftWomen106A: 51 sq ftLaundry107A: 62 sq ftDog & Mat Wash108A: 207 sq ftContainer C104A: 295 sq ft06080204 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.3 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionD101G10'16'D101H10'16'D101I10'16'D110B8' byD101A10'16'8' by 7'D110AE2Fridge34'16'4'8'4'8'12'-6"7'4'16'8'16'8'16'4'-6"16'-8"16'-8"16'-8"16'-8"16'-8"8'11'-9 3/8"3'-4"12'-9 1/2"4'-9 3/4"1'-4"4'-9 3/4"1'-7"Indoor Vacuum101A: 8,055 sq ft05070301POS/Lounge110A: 151 sq ftSCALE: 1/4" = 1'-0"1First Story Plan - Enlarged Southeast0 2' 4'8'Enlarged Floor PlansSoutheastAgenda Page 28 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.4 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For Construction8' by 10'D101CD102D1038' by 8'D100CD100B10'12'G1F2A2.11A3.124'60'84'26'-3"71'-9"115'166'1'10'-2"3'-4" 2'12'15'-2"3'-4"6'96'13'-6"7'-11 1/4"4'-9"1 3/4"8"22'-4"1'168'3"40'40'7'-11 1/4"1 3/4"16'-10"6'-4"16'-10"16'-10"6'-4"4'-6"8'4'-4"Car Wash Tunnel100A: 3,707 sq ftContainer A102A: 295 sq ftContainer B103A: 295 sq ft01012141618SCALE: 1/4" = 1'-0"1First Story Plan - Enlarged Northwest0 2' 4'8'Enlarged Floor PlansNorthwestAgenda Page 29 Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA2.1 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For Construction Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.6 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionD110BD110AE2DDCCBBAAFridge333A1.64A1.62A1.62'-2 5/8"VER.14'-6"14'-6"18'25'-3 1/4" VER.4'7'4'4'-6"1' 1'12'-6"1' 1'12'-6"1' 1'16'1' 1'2'2'1' 1'4'2'1' 1'4'2'1' 1'4'2'1' 1'4'2'2'2' Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:25024 Due North Albertville05-17-26.plnDrawn By:25024SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-25Date Signed:05-11-26, 05-17-26SHEETA1.8 4918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: Web:michaeljthomasarchitect.comNew Automatic Car Wash BuildingDue North Car Wash& Detail CenterLabeaux Ave NEAlbertville, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPRELIMINARY Do Not Use For ConstructionE2A1.83A1.84A1.83'10'3'10'16'8"8'-8"8"8"14'-8"8" CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026 -___ ORDINANCE AMENDING ZONING ORDINANCE CHAPTER 5200, PUD-PLANNED UNIT DEVELOPMENT DISTRICT, FOR ALBERTVILLE PLAZA 3RD ADDITION PUD , FOR THE PLAT ENTITLED DUE NORTH ADDITION WITHIN THE CITY OF ALBERTVILLE The City Council of the City of Albertville, Minnesota hereby ordains: Section 1. Amendment. Chapter 5200 PUD Planned Unit Development District, Section of the Albertville Zoning Ordinance is hereby amended to add the underlined text: 5200.4.2 Albertville Plaza 3rd Addition A. USES: All permitted uses permitted accessory uses, conditional uses, and interim uses contained in the B-2A zoning district defined in this chapter that are consistent with the zoning performance standards shall be treated as allowed uses within a PUD district, except: 1. Car washes shall be a permitted use with the following standards: a. Architectural standards in Section 4400.8 apply. b. Stacking shall be provided to accommodate the number of vehicles that may be washed in a 30-minute period. Information regarding the number of vehicles that can be washed within a 30-minute period must be included in the application. c. Provisions shall be made to control and reduce noise. B. Lot Requirements and Setbacks: Setbacks Front Setback from back of curb of the private street Side (Interior) Side (Corner) Rear Lot Area Lot Width Building 35 feet 20 feet 10 feet/ 35 feet abutting a R district 35 feet 20 feet/ 35 feet abutting a R district 1 acre 150 feet Parking 10 feet 10 feet C. Special PUD Conditions: Agenda Page 33 1. All lots in the 3rd Addition shall be members of the Albertville Plaza Business Association responsible for the maintenance and management of the private street and common owed amenities. 2. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. Section 2. The remainder of the code. Numbering within sections of the Albertville Zoning Ordinance shall be adjusted in tandem to include the amendments within this ordinance. Section 3. This Amendment shall be in full force and effective immediately following its passage and publication. Adopted by the City Council of the City of Albertville this ___ day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 34 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-___ RESOLUTION APPROVING A PRELIMINARY PLAT, FINAL PLAT, AND SITE AND BUILDING PLAN REVIEW FOR THE PLAT ENTITLED DUE NORTH ADDITION, WRIGHT COUNTY, MINNESOTA WHEREAS, Cory Kampschroer of LEP Holdings, LLC, the applicant, has made an application on behalf of Beatrice Roden, the owner, to replat the property described below into two six lots and an two outlots; Outlot A, Albertville Plaza Third Addition, Wright County. Minnesota. ; and, WHEREAS, Due North consists of approximately 1.45 acres; and WHEREAS, the platting of land within the City of Albertville requires the approval of the city; and WHEREAS, the proposed plat is located within the Albertville Plaza 3rd Addition B- 2A/PUD zoning district and meets lot requirements of the zoning district; and WHEREAS, the City of Albertville Planning Commission conducted a public hearing on June 9, 2026, to consider the Preliminary Plat; and WHEREAS, notice of the public hearing on said Preliminary Plat was duly published and mailed in accordance with the applicable Albertville Ordinances; and WHEREAS, the Planning Commission heard all persons interested in the Preliminary Plat at the public hearing, and the Commission recommended approval of the plat for Due North to the City Council; and WHEREAS, the City Council finds that the Preliminary Plat for Due North Addition meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance; and WHEREAS, the City Council finds the Final Plat for Due North Addition meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance and is consistent with the Preliminary Plat. Agenda Page 35 City of Albertville Resolution No. 2026-____ Meeting of June __, 2026 Page 2 NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville, Wright County, Minnesota, hereby approves the preliminary plat, final plat, and site and building plan review for Due North Addition subject to the following conditions: 1. Approval of the amendment to Section 5200.4.2 Albertville Plaza 3rd Addition PUD B- 2A/PUD. 2. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. 3. The utility plan shall be subject to the review and approval of the City Engineer. 4. The plat shall provide utility easements over all utilities, drainage ways, and stormwater ponds serving the plat. The size and location shall be subject to the review and approval of the City Engineer. 5. The applicant shall enter into a development agreement with the City of Albertville for the required site improvements and the installation of the public utilities and public streets. Adopted by the City Council of the City of Albertville this ____ day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 36 Planning Commission Request for Recommendation June 9, 2026 ACTION REQUESTED The Planning Commission is asked to make a recommendation to the City Council on the Preliminary Plat, Development Planned Unit Development (PUD), a Rezoning, and a Site Plan Review for the parcels known as the Psyk parcels located on the east side of LaBeaux Avenue between 50th Street and 57th Street. The previous and current request includes the Preliminary Plat, Development PUD, Rezoning, and Site Plan Review for the site. The current request also includes an application for Final PUD and Final Plat. Future submittals will be made for the development of the lots within the PUD and will include building details, landscaping, lighting, and all other necessary information to ensure conformity with the zoning ordinance. CHANGES AND UPDATES SINCE MAY 12, 2026, PLANNING COMMISSION The application was originally heard by the Planning Commission at the May 12, 2026, meeting. Numerous public comments were received that detailed concerns regarding the possibility of the proposed outlot to be rezoned to a district that would allow for commercial development. The public hearing was closed, so there is no formal opportunity for public comment as part of this meeting. The Planning Commission tabled the item and asked for the applicant to address the concerns expressed during the public hearing. The applicant has updated their request to include the Final Plat and Final Planned Unit Development. The Rezoning request for 101500013200 has been amended to apply the PUD to all parcels in the proposed plat except Outlot A, which would be rezoned to R-1. A conceptual layout for a single-family development is included with the preliminary plat. Staff have included additional information in the report below regarding the rezoning and the review factors that are established in the Zoning Ordinance for the Planning Commission to consider. A notice of the meeting and where to find additional information was sent to the neighborhood. TO: Chair Buhrmann and Members of the Planning Commission FROM: T.J. Hofer, Consultant Planner Jenni Faulkner, Consultant Planner AGENDA ITEM: LaBeaux Commercial Centre Preliminary Plat, Final Plat, Development Planned Unit Development, Final Planned Unit Development, Rezoning, and Site Plan Review for Java Companies HEARINGS None, completed at the May 12, 2026, Planning Commission meeting Agenda Page 37 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 2 of 13 Staff identified that the use proposed for Lot 2, Block 2, was incorrectly identified as a retail use and should be considered an Automotive Repair use. The staff report has been updated to reflect this. Additionally, one parking stall was removed for the proposed use at Lot 2, Block 1. Staff have included a standard within the PUD that states the lots within the plat will be considered to have frontage on LaBeaux Ave NE. BACKGROUND Mark Krogh of Java Companies, the applicant, has made an application on behalf of the property owner, Beatrice and Douglas Psyk, for a Preliminary Plat, Final Plat, Development PUD, Final PUD, Rezoning, and Site Plan Review for said properties. The Planning Commission is responsible for reviewing and making a recommendation to City Council on the Preliminary Plat, Development PUD, Rezoning, and Site Plan Review items. The property is located along LaBeaux Avenue Northeast east of 53rd Street Northeast. PID 101-500- 013200, a 27.64-acre parcel, is currently occupied by agricultural buildings and vacant space that has been used for agriculture. PID 101-500-013201, a 0.57-acre parcel, is occupied by a single-family dwelling. Both properties are zoned B-2 Limited Business District (B-2) and guided Commercial in the 2018 Comprehensive Plan. PID 101-500-013200 is also partially zoned Residential Single-Family Density (R-1). The site has two accesses off LaBeaux Ave NE. Properties to the north and south are zoned B-2 and properties to the east are zoned R-1. The applicant previously submitted a concept plan for consideration that showed the southeast portion of the lot developed with a retail business and pond reconfigured to be more centrally located on the east of the lot. The concept was heard by the City Council on April 6, 2026. The proposed layout is not what the applicant is currently proposing, but could be a future replat of Outlot A and B in the current proposed plat. For the purposes of this review, the concept heard at the April 6, 2026, City Council meeting is not considered in staff’s review. The packet from the April 6, 2026, City Council meeting is attached. REVIEW Proposed Conditions The applicant proposes to subdivide the subject area into six lots and two outlots. Two new east- west streets, labeled Street B and C on the site plan, would be created off LaBeaux Ave NE. A north-south street would also be created along the east side of the platted lots, an extension of LaCentre Avenue Northeast, labeled Street A in the site plan. Outlot A Outlot A is proposed to be zoned R-1 and will contain the stormwater ponds for the commercial development and a landscape buffer. A conceptual single family residential layout has been provided to illustrate how a developer could subdivide the outlot. There is no current plan or plat of the outlot at this time. Agenda Page 38 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 3 of 13 Rezoning and Planned Unit Development The applicant is proposing to rezone the Lots to be created with the LaBeaux Commercial Center plat to a B-3/PUD district and to rezone the proposed Outlot A in the plat to R- 1. The outlot is largely already R-1, but some areas to the north overlap with the current B-2 zoning. Further details of the PUD and the requested flexibility are detailed below in the Site Plan Review section. When considering a zoning map amendment (rezoning), the Planning Commission shall consider adverse effects of the proposed amendment, and its judgment shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained herein. 4. The proposed use will not tend to or actually depreciate the area in which it is proposed. 5. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. 6. Traffic generation by the proposed use is within the capabilities of streets serving the property. Staff believes that the proposed rezonings meet the factors within the ordinance. With the revisions to the request that the applicant has made, there should be no impact on the property values in the area. Concerns were previously voiced at the public hearing in May about the land adjacent to the existing residential properties being changed from a residential district to a commercial district. While commercial uses will be located across right-of-way from future residential developments, this will be separated from existing residential development. Agenda Page 39 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 4 of 13 Preliminary Plat Review Dimensional Standards Title 11 Subdivision establishes standards for subdivision and Chapter 7 establishes design standards. Length and width standards are established for blocks, with specific requirements set for residential subdivision. Commercial blocks are not given specific metrics. Standard B-3 L1, B1 L2, B1 L1, B2 L2, B2 L3, B2 L1, B3 Lot area (sq. ft.) None 51,204 23,482 70,487 53,508 88,860 1.05 Lot width (ft.) 100 271.9 102 225.4 156.0 262.1 153.5 Lot area, width, and depth are required to be designed to meet the zoning ordinance. The B-3 zoning district does not have standards for lot area or lot depth. The proposed preliminary plat meets the lot area and width standards of the B-3 zoning district. The preliminary plat shows setback lines and each lot is proposed to have frontage on a public street. Ponding areas are shown on the preliminary plat. Double frontage lots are proposed, but each double frontage lot abuts LaBeaux Ave NE, an arterial street. Streets Streets are proposed as part of the preliminary plat in such a way that they continue the existing LaCentre Ave NE to the north and allow for further street extensions to the south. The existing 53rd Street Northeast and 54 ½th Street Northeast to the east of the proposed plat are ghost platted to show extensions to future residential development. The applicant is not currently proposing to extend these streets into the development. Based on the location of the intersection of LaCentre Ave NE and Street C, the dead end of LaCentre Ave NE to the south of the site may require a temporary turnaround. The City Engineer will review the proposed dead-end streets and provide further comment in a memo. Additionally, the site plans propose a new right turn lane on LaBeaux Ave NE to access the proposed Street B. An existing lane on LaBeaux should be restriped as a turn lane to access the proposed Street C. The applicant has submitted a traffic study that has determined that the proposed streets should function without issue, but that further development to the south of the parcel may require changes to the intersection of LaBeaux Ave NE and 53rd St NE. The City Engineer has noted potential concerns with traffic circulation internal to the site, however, these intersections were not reviewed as part of the proposed traffic study. Any additional right-of-way required to address changes to the internal street layout will be required to be dedicated with the plat. The City Engineer will review the proposed street and potential intersection concerns and detail their concerns in a memo. Street design appears to generally meet the standards adopted by the city and will be reviewed by the City Engineer to ensure city standards are met. Agenda Page 40 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 5 of 13 Access Access to each lot is proposed to be located on the streets within the subdivision. Lot 1 and 3, Block 2 are proposed to be constructed with two accesses. Dedication Requirements Park dedication is required for the proposed subdivision. Commercial subdivision or developments require 10% land dedication. The area of the plat has not been identified by the city as a location for a park and proposed trails in the area are to be located on the west side of LaBeaux. When no land dedication is desired by the city, a cash contribution in lieu of land dedication is required. For commercial properties, $9,020.00 is required per acre subdivided. A final park dedication requirement shall be determined when the final plat is reviewed. Water and Sanitary Sewer Systems The site does have access to public utilities. Water and sanitary sewer plans shall be reviewed and approved by the City Engineer. A condition requiring approval by City Engineer is included. Erosion and Sediment Control Two new stormwater management basins are proposed to the east of the site. The proposed erosion control and restoration plan includes a silt fence and erosion logs around the construction site. The plan also shows inlet protection around the proposed storm sewer. Preliminary erosion control plans have been provided for City Engineer review. A condition requiring approval by City Engineer is included. Easements The proposed preliminary plat shows 10 ft. drainage and utility easement along the perimeters of the proposed lots. Right-of-way easements are proposed to be dedicated for the proposed streets. Drainage and utility easements shall be required over the proposed stormwater ponds. A condition requiring approval by City Engineer is included. Site Plan Review A preliminary site plan has been submitted which shows the locations of structures, parking, drive-through stacking, and accessory structures. The review below is not binding on the individual lots. Any approval granted for this application should not be considered approval of construction on any individual lot. Staff have identified proposed conditions within the site plan that require flexibility through the PUD, which are detailed in the following summaries. Uses Uses identified on the site plan include: Lot, Block Use B-3 Use B-3 Permitted/Conditional Lot 1, Block 1 Dentist Coffee Shop Office business – clinical Restaurant with drive- through facility Permitted Conditional Lot 2, Block 1 Oil Station Automobile repair – minor Drive-through service lanes. Conditional Lot 1, Block 2 Fast Food Restaurant with drive- through facility Conditional Lot 2, Block 2 Tire Shop Automobile Repair Conditional Agenda Page 41 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 6 of 13 Lot, Block Use B-3 Use B-3 Permitted/Conditional Lot 3, Block 2 Gas Station Motor Fuel Station Conditional Lot 1, Block 3 Vacant - - Automobile Repair - Minor “Automobile repair – minor” and “Motor fuel station” have lot size and width requirements that should be reviewed at this time. Both uses require a minimum lot area of 20,000 sq. ft. and a minimum lot width of 150 ft. The proposed gas station on Lot 1, Block 3, meets these required minimums. The oil station proposed on Lot 2, Block 1 meets the minimum lot area requirement, but does not meet the minimum lot width requirement, as the lot is proposed with a width of 102 ft. Flexibility is requested as part of the PUD to allow for the reduced lot width. The “Automobile repair – minor” use requires 20 ft. in width of screening from R districts in compliance with section 1000.7. Lot 2, Block 1 is proposed across LaBeaux Ave NE from a residential use that is zoned B-2 and the right-of-way of Kingston Way but does not abut the parcel that includes the mixed-use residential of Kingston Crossing. Additional standards include: • Screening is required for any storage space for the “Automobile repair – minor” use from abutting rights of way and other properties. • The use is subject to any standards established for “Motor fuel stations,” provisions must be made to control and reduce noise consistent with the Minnesota Pollution Control Agency (MPCA) • The structure is subject to Section 4400.8 for exterior building materials and construction. • The standards for “Drive-through service lanes” applies. Motor Fuel Station Standards include: • Motor fuel stations have minimum lot and width sizes as noted above. • Adequate spacing for maneuverability around the fuel pumps must be shown on submitted plans. • Landscaping and screening at least 10 ft. in width shall be provided when abutting a R district. Screening will be required based on the Kingston Crossing PUD across LaBeaux Ave NE. • Parking or gas pump queuing areas shall be screened from R districts. Noise must be controlled and consistent with MPCA standards. • Daily litter control shall be required on the site and trash receptacles shall be provided to facilitate litter control. • Design standards are detailed in Chapter 4400 for the fuel pumps. Car Washes Standards include: • Architectural standards in Section 4400.8 apply. • Stacking shall be provided to accommodate the number of vehicles that may be washed in a 30-minute period. Information regarding the number of vehicles that can be washed within a 30-minute period must be included in the application. • Provisions shall be made to control and reduce noise. Agenda Page 42 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 7 of 13 Drive-Through Service Lanes When a drive-through service lane is accessory to a permitted or conditionally permitted business the following applies: • 120 ft. of stacking must be provided for a single service lane. 60 ft. of stacking must be provided when multiple services lanes exist. • Traffic within the stacking lane may not interfere with traffic circulation on the site. • Stacking cannot occur in the public right-of-way or boulevards. • The stacking lane, any order board intercom, and windows must be designed and located to minimize glare to adjacent premises and maximize maneuverability of vehicles on the site. • Hours of operation shall be limited to minimize nuisances. • The lighting and photometric plan for the site must illustrate drive-through service lane lighting. Stacking for the “Automobile repair – minor” use on Lot 2, Block 1 and the “Restaurant with drive-through facility” shall be reviewed when the sites submit for Site and Building Plan Review. Dimensional Standards The submitted site plan has been reviewed to determine any flexibility that may be necessary to include in the PUD standards. Development of each lot shall require a Site and Building Plan Review and Conditional Use Permit application as required by the Zoning Ordinance. If any further flexibility is desired after the Final PUD has been approved, a PUD Amendment will be required. The “front” of a lot is defined as, “that boundary abutting a public right of way having the least width.” Lot 1, and Lot 3 of Block 2, and Lot 1, Block 3 have the shortest boundary along right of way abutting LaBeaux Ave, which would be the front. Lot 2, Block 2 has the same amount of frontage on LaBeaux Ave. and the proposed extension of LaCentre Ave. All other lots have the extension of LaCentre Ave. as the front. For purposes of consistency within the PUD, lot lines abutting La Beaux Ave. are considered the front. Standard B-3 District L1, B1* L2, B1* L1, B2 L2, B2* L3, B2 L1, B3 Front yard setback (ft.) 35 89.9 117.1 54.5 155 38.7 - Side yard setback(ft.) North 10 131.3 22.0 14.9 47.9 76.2 88.4 30.3 62.8 58.0 96.3 - South Rear yard setback (ft.) 20 44.2 50.6 134.8* 46.9 175.8* - Proposed Parking Varies 57 11 65 30 35 Agenda Page 43 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 8 of 13 A landscaping plan has been submitted for review. The landscaping plan includes plans for screening to the east of proposed LaCentre Ave NE and for Lot 1, Block 1. Income-producing property uses are required to provide one shade tree or evergreen tree and 16 ornamental trees or shrubs. Lot 1, Block 1 is proposed to have 10 deciduous trees, four ornamental trees, five “evergreen trees” (techny arborvitae), 62 shrubs, 30 perennials, and 42 ornamental grasses. Within the code, arborvitae is noted to be a shrub and therefore does not count as a tree. In total, the proposed landscaping would provide 10 overstory trees and 71 shrubs. 10 Regent Serviceberry and 16 Arctic Dogwood are proposed for the site. These are not identified as suitable or prohibited shrubs in the zoning ordinance. Additionally, the proposed 36 Taunton Yew are significantly smaller (3 ft. high, 5 ft. wide) than the Japanese Yew (10–25 ft. high, 5–10 ft. wide), which is a listed suitable planting. The code requires that plantings be consistent with the standards in the ordinance, including the identified suitable planting materials. Flexibility can be included in the PUD to allow for species that are not included in the suitable species list and not prohibited by the zoning ordinance. Each individual lot is expected to be responsible for meeting the landscaping requirements in the zoning ordinance. This will be reviewed as each lot is developed with the Site Plan and Building Review or Conditional Use Permit. Screening Screening is required where any business or industrial use abuts property zoned for residential use, that business or industry shall provide screening along the boundary of the residential property. Screening shall also be provided where a business or industry is across the street from a residential zone, but not on that side of a business or industry considered to be the front (as defined by this ordinance). Screening for the proposed use is required for the properties included in the Psyk’s Additions to the east and the Kingston Crossing Addition and the residential property at 5447 LaBeaux Ave NE to the west across LaBeaux Ave NE. Screening must be accomplished through either a fence or a greenbelt planting strip. A greenbelt planting strip shall consist of evergreen trees and/or deciduous trees and plants and shall be of sufficient width and density to provide an effective visual screen. The applicant has submitted a landscaping plan that shows a greenbelt planting on the east side of LaCentre Ave NE. The screening is made up of four types of conifer trees and four kinds of shrubs. Sections of the Standard B-3 District L1, B1* L2, B1* L1, B2 L2, B2* L3, B2 L1, B3 Parking lot setback from street (ft.) 15 34.7 33.8 29.8 67.1 24.9 - Curb barrier from lot line (ft.) 5 0.0 0.0 10.1 10.0 9.2 - Site coverage maximum (%) 80 75.1% 62.0% 65.8% 60.9% 75.5% - Lot, Front - LaCentre LaCentre LaBeaux LaCentre LaBeaux LaBeaux Notes *Trash structure in front of lot Agenda Page 44 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 9 of 13 screening are made up of just shrubs. The shrubs proposed in this area have varying mature heights of 10 ft., 20 ft., and 25 ft. A 10 ft. or 20 ft. shrub at maturity would typically not be considered sufficient screening. The code requires that screening be made up of at least two rows of plantings. The proposed screening is generally consistent with this requirement, except in the areas identified above. No screening is proposed on the west side of the lots. As defined by the zoning ordinance, some of the proposed lots have the front of the lot facing the proposed LaCentre Ave NE. Based on the screening standard, lots with a front on LaCentre Ave NE shall require additional screening along LaBeaux Ave NE to screen the residential use across the street. Screening requirements are likely to apply to each individual lot and shall be reviewed as the lots are developed. Trash Enclosures Trash enclosures are required to be located in the rear or side yard and must meet accessory structure setbacks. Lot 1 and 2, Block 1 and Lot 2, Block 2 appear to have trash enclosures located in the front yard. Even with the proposed flexibility for front yards, some of the locations of these trash structures will need to be revised with future Site and Building Plan submittals. Lighting A lighting plan has not been submitted. As the lots within the plat are developed lighting and photometric plans will be required that are consistent with the standards established in the zoning ordinance. Parking Each individual lot will be required to meet parking requirements for the proposed use. The applicant has submitted a site plan that shows that the proposed lots have capacity for the required parking. Parking will be reviewed for each lot as part of the required Site Plan and Building Review. This review is conceptual to identify potential PUD flexibility. Agenda Page 45 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 10 of 13 Lot, Block and Use Stalls Required Ratio Required Stalls Proposed Stalls Lot 1, Block 1 Office business – clinical 4,200 sq. ft. 3 spaces, plus at least 1 space for each 200 square feet of floor area 24 57 Restaurant with drive- through facility 500 sq. ft. service 1,336 sq. ft. kitchen At least 1 space for each 35 square feet of gross floor area of service and dining area, but not less than 15 spaces. 2 additional spaces shall be added for drive-through services facilities and 1 space for each 80 square feet of kitchen/storage area 33 Lot 2, Block 1 Automobile repair – minor 1,450 sq. ft. Drive-through service lanes. 8 spaces, plus 1 additional space for each 800 square feet of floor area over 1,000 square feet 8 10 Lot 1, Block 2 Restaurant with drive- through facility 879 sq. ft. dining 2,440 kitchen At least 1 space for each 35 square feet of gross floor area of service and dining area, but not less than 15 spaces. 2 additional spaces shall be added for drive-through services facilities and 1 space for each 80 square feet of kitchen/storage area 58 65 Lot 2, Block 2 Auto Repair 7,297 sq. ft. 8 spaces, plus 1 additional space for each 800 square feet of floor area over 1,000 square feet 16 30 Lot 3, Block 2 Motor Fuel Station 10 pumps At least 4 spaces, plus 2 spaces for each service stall. Those facilities designed for sale of other items than strictly automotive products, parts or service shall be required to provide additional parking in compliance with other applicable sections of this ordinance 24 37 (+20 fuel pump spaces) Retail 4,800 sq. ft At least 1 space for each 200 square feet of floor area 24 Car Wash 0 in addition to that required for the station 0 Lot 1, Block 3 - - - Setbacks from curb barriers on parking lots are required from property lines. The proposed site plan meets the setback requirement for all exterior lot lines, however, the shared lot line between Lot 1 and Lot 2, Block 1 has curb barriers located on the shared property line as there is a Agenda Page 46 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 11 of 13 connection between the parking lots. The PUD can grant flexibility for this as the setback is internal to the site. Loading Plans detailing loading dock locations have not been submitted and shall be reviewed with each individual site as they are developed. Building Materials Proposed building materials have not been submitted with the application. Staff have recommended a condition that building materials shall be reviewed with the future submittals for the buildings on all lots. Signs No details were provided regarding signage on the site. A Comprehensive Sign Plan is required for a Preliminary PUD. Any proposed signs shall meet the standards established within the Albertville City Code. Further, staff have recommended a condition that either: • a single pylon sign, up to 30 ft. in height, with space for each lot in the entire development; or • one monument sign for each lot within the development. The Planning Commission may recommend one option to the City Council or recommend both and allow the developer to decide. Compliance with Comprehensive Plan The proposed Preliminary Plat, Preliminary PUD, and Rezoning must comply with the Albertville Comprehensive Plan. The property is shown on the Proposed Land Use Plan as Commercial. Commercial Goal 1 in the Albertville Vision/Comprehensive Plan is to promote commercial development by the city taking advantage of its access to Interstate 94 and the growing population of Albertville and its adjoining communities. The proposed uses are located in a developing commercial corridor. RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the Planning Commission consider the following: MOTION TO: Recommend approval of the rezoning to R-1 for Outlot A and to B-3 Highway Commercial and Planned Unit Development for the proposed LaBeaux Commercial Centre project, with the following terms: 5200.20 LaBeaux Commercial Centre A. USES: Uses allowed in the LaBeaux Commercial Centre B-3/PUD district shall be the same as the B-3 base zoning district. B. Lot Requirements and Setbacks: Setbacks Front Side (Interior) Side (Corner) Rear Lot Area Lot Width - - - - - - - Agenda Page 47 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 12 of 13 C. Special PUD Conditions: 1. Curb barriers must meet the setbacks established in 1200.4 (H) 16. of the zoning ordinance except for the shared lot line between Lot 1 and Lot 2, Block 1, LaBeaux Commercial Centre within the PUD 2. Development of lots within the PUD are subject to Site and Building Plan Review. 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district, except: a. Automobile repair – minor uses with drive-through service lanes may be allowed on Lot 2, Block 1 with a minimum lot area of 20,000 sq. ft. and a minimum lot width of 100 ft. 4. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. 5. Any deviations from the approved site plans may require an amendment to the LaBeaux Commercial Centre PUD B-3/PUD zoning district or a conditional use permit, as established in the zoning ordinance. 6. Lots 1 and 2, Block 1 and Lots 1, 2, and 3, Block 2, LaBeaux Commercial Center, shall be considered to have the front of the lot abutting LaBeaux Avenue North. 7. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. 8. Ground signs within the PUD shall be limited to one single pylon sign, up to 30 ft. in height for the entire PUD, with space for each lot in the entire PUD; or one monument sign for each lot within the PUD. MOTION TO: Recommend approval of the Preliminary Plat, Final Plat, and Site Plan Review for LaBeaux Commercial Centre Addition for PID 101-500-013200 and 101-500-013201 located in the Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24, Wright County, Minnesota. With the following conditions of approval: 1. Approval of the LaBeaux Commercial Centre PUD B-3/PUD zoning district over Lots 1 and 2, Block 1, Lots 1, 2, and 3, Block 2, and Lot 1, Block 3, LaBeaux Commercial Center. 2. Approval is not given for the development of any individual lot within the plat. Development of lots within the plat are subject to Site and Building Plan Review. 3. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. 4. The utility plan shall be subject to the review and approval of the City Engineer. 5. The plat shall provide utility easements over all utilities, drainage ways, and stormwater ponds serving the plat. The size and location shall be subject to the review and approval of the City Engineer. 6. The applicant shall enter into a development agreement with the City of Albertville for the required PUD, site improvements, and the installation of the public utilities and public streets. Agenda Page 48 Planning Commission Request for Recommendation – June 9, 2026 Planning – LaBeaux Commercial Centre PP, FP, DPUD, FPUD, RZ, SPR Page 13 of 13 Attachments: A. Location Map B. Zoning Map C. LaBeaux Commercial Centre Application D. LaBeaux Commercial Centre Materials E. Draft Ordinance F. Draft Resolution Agenda Page 49 1, 50 4.7© Bolton & Menk, Inc - Web GIS 0 Legend Location Map This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Albertville is not responsible for any inaccuracies herein contained. Disclaimer: 5/7/2026 2:49 PM 1,053 Feet City Limits Centerlines Interstate Highway CSAH Local Road Parcels (07/02/2024) Protected Waters WRCO_2018 Red: Band_1 Green: Band_2 Blue: Band_3 Agenda Page 50 Hunters Lake School Lake Swamp Lake P/I P/I R-1A P/I Cedar CreekSouth 7 PUD I-1 B-3 A-2 P/I R-1 B-3 Albertvillas1 PUD(R-1A) A-1 P/I P/I R-8 B-3 I-2 P/I Fehn PUD P/I A-2 WestwindPUD A-1 AlbertvilleOutlet Mall 2 B-2A R-5 B-4 Hunters PassEstates PUD(R-1A) CenterOaks2 PUD CenterOaks3 PUD B-2A A-1 Shoppes At TowneLakes 2 PUD(B-2A) Shoppes At TowneLakes PUD(B-2A) R-1A Cedar CreekSouth 6 PUD ParksidePUD Albertville Plaza 1 PUD(B-3) B-2 Shoppes AtPrairie Run PUD(B-2) R-1A R-1A Albertvillas4 PUD(R-1A) Albertvillas5 PUD(R-1A) R-4 R-1AAlbertvillas6 PUD(R-1A) AlbertvilleEast PUD(R-1A) PrairieRun PUD P/I CenterOaks 1PUD CedarCreek North2 PUD CedarCreek GolfCourse PUD Towne Lakes 5Addition PUD Towne Lakes4 Addition PUD Towne Lakes 1Addition PUD A-2 I-1 R-1 Parkside 3 PUD(R-1) Parkside4 PUD(R-1) R-1 R-5 B-3 ParticleControl PUD P/I P/I ParksideCommercial PUD(B-2) AlbertvillePlaza 3 PUD(B2-A) I-1 EngelHaus PUD(R-7) I-1 BW R-8 CedarCreekSouth 3 PUD PUD(P/I) KingstonCrossings PUD(R-8) B-2 B-3 Parkside2 PUD(R-4) Westwind2 PUD Medart PUD AlbertvilleOutletMall 1 PUD Albertville MedicalClinic PUD(B-2) ToyboxPUD(B-3) JavaRetail PUD(B-3) MarketPlace PUD(B-3) Preserve atAlbertville PUD R-1 FederatedPUD AlbertvillePlaza 2 PUD(B-3) Albertville'sBusinessPark PUD WestwindPUD(R-6) I-2 Albertville SelfStorage PUD(I-2) Hunters LakeEstates PUD(R-1A) Hunters PassEstates 2 PUD(R-1A) 6737Labeaux PUD(B-2A) Towne Lakes6 AdditionPUD Towne Lakes2 Addition PUD TowneLakes 7Addition PUD Albertvillas2 PUD(R-1A) Albertvillas 3 PUD(R-1A) CenterOaks 4 PUD CedarCreek North 3 PUD Cedar CreekSouth 5 PUD Cedar CreekNorth PUD Cedar CreekSouth 4 PUD Cedar CreekSouth 1 PUD Towne Lakes3 Addition PUDPUD Fehn PUD(I-2) AlbertvilleDental PUD(B-2) I-2 PUD PUD(R-1) JAS ON A V E N E MAS O N AVENELABEAUX AVENE50TH ST NEMARLOWEAVENE70TH ST NE 65TH ST NE LANSING AVENE 70TH ST NE 6 9T H ST N E LANGEAVENEJANSEN AVENEMAIN ST N66TH ST NE JAMISON AVE NE 49TH S T N E 51ST ST NE 67THST N E MARSHALLAVENE60TH ST NE KAHLA V E NE 53RD S T N E MAYELINAVENE49TH ST NE 63RD ST NE MACLYNNA V E N E MARTINAVE NEMANCHESTERAVENETERR RDNEMASONAVENEJAS O N A V E N E MCALLISTERAVENEMACIVER AVE NE 6 8 TH CI R N E 48TH ST NEMACIV ER A V E N E 52N D S T N E JAMOCHAAVENE49THPL NE MACLARENAVENE69TH L N NE 47TH P L N E MCALLISTERAVENETE R R RD NW 65 THSTNEJABER AVE NEMA RXAVENE47TH ST NE 55TH ST NE 62ND S T N E 47TH ST NEMAYER AVE NE MA CKENZIEAVE N E 52ND LN NE Map Document: \\arcserver1\BMI_GIS\MINNESOTA\ALBT\_General\2026\Albertville_Zoning\Pro\Albertville_Zoning.aprx | Username: evan.saunderspearce | Date Saved: 5/21/2026 7:51 AMSource: Wright County, MnGeo 0 0.25 0.5 Miles Rail Line Shoreland Overlay District Shoreland District 2 Subdivisions Parcels City Limits A-1 - Agricultural Rural A-2 - Agricultural Transitional B-2 - Limited Business B-2A - Special Business District B-3 - Highway Commercial B-4 - General Business BW - Business Warehouse I-1 - Limited Industrial I-2 - General Industrial P/I - Public/Institutional PUD - Planned Unit Development R-1 - Single Family R-1A - Low Density District R-4 - Townhome/Quadraminium & Low Density Multiple Family R-5 - Medium Density Multiple Family R-6 - Residential High Density R-7 - Special Purpose, High Density R-8 - Mixed Housing Density W - Water Legend 2026 Zoning Map (5/4/2026) City of Albertville, MN May 2026 Subject Property Agenda Page 51 The project is designed with a frontage road to mitigateto midigate issue with the items listed above. Agenda Page 52 S00°45'17"W 180.00S00°45'17"W 178.50R=310.00Δ=40°24'02" L = 2 1 8 . 5 9 R = 3 9 0 . 0 0 Δ=40°18'27"L=274.36R=390.00Δ=13°23'51"L=91.19R=390.00Δ=15°15'46"L=103.89R =2 6 1 .9 5 Δ =1 8 °3 8 '5 2 " L =8 5 .2 5 R=350.00Δ=40°24'02"L=246.79CO CO W XXXXXXXXXXXXXXXXXXXXFOOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S89°20'18"E 363.00 N00°39'42"E 689.84R=350.00Δ=40°18'27"L=246.22CHBRG=N19°29'32"WCH=241.18CHBRG=S19°26'44"ECH=241.71S00°45'17"W 179.25S89°20'18"E 197.28 N88°19'25"W 972.03N00°39'42"E 1320.32S88°10'13"E 1017.85 S00°46'56"W 348.27N64° 5 5 ' 3 5 " W 85.3 5 S55°44'55"W 280.00 S 3 8 ° 3 5 ' 0 5 " E 2 7 6 . 0 0 S 3 2 ° 4 4 ' 3 9 " E 1 8 3 . 4 9 S06°39'15"W 294.61N72°58' 0 4 " W 20.00 S17°01'56"W60.00S08°42'02"W 112.78N00°39'42"E26.42197.03 40.01 40.01 595.87 40.0140.01187.14 274.20110.50N00°39'42"E 410.92216.03 194.42N89°20'18"W 343.00 N89°20'18"W 126.00N00°39'42"E 254.14123.8140.0051.0039.33N00°39'42"E 631.26210.00156.00211.6726.2340.0013.5960.01 "S88°18'38"E 10.00 S89°20'18"E 343.00 S89°20'18"E 140.53 R =3 0 1 .9 5 Δ =2 8 °0 7 '1 0 "L =1 4 8 .1 9 C H B R G =N 7 6 °3 6 '0 7 "E C H =1 4 6 .7 1 l l l lllllllS72°58' 0 4 " E 52.50 R=590.36Δ=1°54'13"L=19.61 S89°20'18"E 242.01 S89°20'18"E 323.00 N00°39'42"E 153.71N00°39'42"E 262.00N00°39'42"E 156.00N00°39'42"E37.42R=310.00Δ=39°48'52"L=215.42S89°20'18"E 40.01 S74°18' 4 9 " E 42.43 S89°20'18"E 20.00 Δ = 4 ° 3 2'0 1" L = 2 7.6 9 495.42249.58 S89°20'18"E 140.53 R =3 4 1 .9 5 Δ =2 2 °2 7 '0 3 " L =1 3 3 .9 9 S89°20'18"E 150.53 N00°39'42"E 690.550 80'160' LABEAUX COMMERCIAL CENTREPRELIMINARY PLAT OF LEGAL DESCRIPTION: Parcel 1: The Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24, Wright County. Minnesota. EXCEPT the West 165 feet of the South 150 feet of the North 411.00 feet thereof, ALSO EXCEPTING THEREFROM all the portions of land platted into 'PSYKS Fifth Addition' and 'PSYKS Sixth Addition'. Parcel 2: The West 165.00 feet to the South 150.00 feet of the North 411.00 feet of the Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24. Wright County. Minnesota. LOT AREAS: BLOCK ONE LOT 1 51,205 SQ. FT+/- OR 1.18 ACRES +/- LOT 2 23,479 SQ. FT+/- OR 0.54 ACRES +/- BLOCK TWO LOT 1 70,493 SQ. FT+/- OR 1.62 ACRES +/- LOT 2 53,508 SQ. FT+/- OR 1.23 ACRES +/- LOT 3 88,194 SQ. FT+/- OR 2.02 ACRES +/- BLOCK THREE LOT 1 45,537 SQ. FT+/- OR 1.05 ACRES +/- OUTLOT A 643,154 SQ. FT+/- OR 14.76 ACRES +/- ROAD RIGHT OF WAY 252,689 SQ. FT+/- OR 5.80 ACRES +/- OWNER: DOUGLAS PSYK, AND BEATRICE PSYK, AS JOINT TENANTS PO BOX 195 ALBERTVILLE, MN 55301-0195 DEVELOPER: JAVA COMPANIES, LLC MARK KROGH 255 E STREET MENDOTA, MN 55150 LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JONATHAN D. SCHUETTE, LS MINNESOTA LICENSE NO. 45352 TELEPHONE: (320) 762-1290 ENGINEER: DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER, PE MINNESOTA LICENSE NO. 56653 TELEPHONE: (320) 762-1290 OHE OHE l l X X LEGEND HYDRANT STORM MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB COMMUNICATION PEDESTAL GUY WIRE BOLLARD POWER BOX WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE WATERMAIN OVERHEAD ELECTRIC CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING PLATTED & EXISTING LOT LINES EXISTING RIGHT OF WAY EASEMENT LINES CENTERLINE BOUNDARY LINE EDGE OF TREE LINE OR WOODS EDGE OF DELINEATED WETLAND GAS METER HAND HOLE CO W ELECTRIC MANHOLE PRELIMINARY PLAT 1 of 1 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:P:\109-JAVA COMPANIES\10925004-ALBERTVILLE 2.0\SURVEY\CAD\10925004-PP.DWG #### 6/2/2026PREPARED FOR: 10925004 JAVA COMPANIES, LLC ALBERTVILLE, MN CWK JDS 45352 Jonathan D. Schuette 1 5/22/26 LOT REVISION 2 6/2/26 LOT REVISION 04/07/2026 Surveyor's Note: 1.The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 260960170. 2. Subject property has 1,230,360 square feet (28.24 acres) more or less. 3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon title Commitment No. 25-71419 prepared by Synthesis Nation Title & Escrow Group, LLC. 4. Topography is based upon field measurements taken by Design Tree Engineering on 10/09/2025. 5. Wetland delineation was performed by Anderson Engineering of Minnesota LLC on April 14, 2026. 1 INCH = 80 FEET VICINITY MAP NOT TO SCALE SECTION 1, TOWNSHIP 120, RANGE 24 N = DENOTES COUNTY MONUMENT = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352, UNLESS NOTED OTHERWISE PROPOSED LOT LINE PROPOSED EASEMENT LINE LABEAUX AVE NEC.S.A.H. NO. 1950TH ST NE MAIN AVE NELACHMAN AVE NE53RD ST NE 54 1/2 ST NE LAMBERT AVELACENTREAVE NE54TH ST NELANDERAVE NE57TH ST NE 55TH ST NE 51st ST NE PROPERTY LOCATION 165.0 150.0411.0EAST LINE OF THE WEST 165 FT OF THE NW 1/4 OF THE SW 1/4NORTH LINE OFNORTH 150 FTOF THE SOUTH411 FT OF THENW 1/4 OF THESW 1/4ZONING: B2- LIMITED BUSINESS ZONING: R1- SINGLE FAMILY ZONING: R1- SINGLE FAMILY ZONING: B2- LIMITED BUSINESS ZONING: R1- SINGLE FAMILY ZONING: B2- LIMITED BUSINESS ZONING: B2- LIMITED BUSINESS ZONING: R1- SINGLE FAMILY ZONING: PAA/PUD- THE PRESERVE AT ALBERTVILLE ZONING: R1- SINGLE FAMILY ZONING: R1- SINGLE FAMILY ZONING: R1- SINGLE FAMILY BEEHIVE CATCH BASIN TRAFFIC SIGNAL STUMP BLOCK ONE BLOCK TWO LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 1 BLOCK THREE OUTLOT A PARCEL 1 PARCEL 2 5.0 10.010.0DRAINAGE AND UTILITY EASEMENT AS SHOWN THUS: 5.0 BEING FIVE FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING TEN FEET IN WIDTH AND ADJOINING PUBLIC WAYS, UNLESS OTHERWISE INDICATED ON THIS PLAT. NORTH LINE OF THE NW 1/4 OF THE SW 1/4 NW CORNER OF THE NW/14 OF THE SW/14 WEST LINE OF THE NW/14 OF THE SW/14 40 40 40 4040 40 40 40 C.S.A.H. NO. 19LABEAUX AVENUE N.E.Agenda Page 53 SHEET 1 OF 2 SHEETS KNOW ALL PERSONS BY THESE PRESENTS: That Java Albertville Retail 2.0 LLC, a Minnesota limited liability company, owner of the following described property, situated in the County of Wright, State of Minnesota, to wit: The Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24, Wright County. Minnesota. EXCEPT the West 165 feet of the South 150 feet of the North 411.00 feet thereof, ALSO EXCEPTING THEREFROM all the portions of land platted into 'PSYKS Fifth Addition' and 'PSYKS Sixth Addition'. AND The West 165.00 feet to the South 150.00 feet of the North 411.00 feet of the Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24. Wright County. Minnesota. Have caused the same to be surveyed and platted as LABEAUX COMMERCIAL CENTRE and do hereby dedicate to the public for public use the public way and the drainage and utility easements as created by this plat. In witness, whereof, said Java Albertville Retail 2.0 LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_________ day of _____________________, 20______. Java Albertville Retail 2.0 LLC ____________________________________ Mark Krogh, Manager STATE OF ____________________ COUNTY OF ___________________ This instrument was acknowledged before me on this_______ day of____________________ ,20______ by Java Albertville Retail 2.0 LLC, a Minnesota limited liability company. ________________________________ Signature ________________________________ Printed Name Notary Public, ________________________________County, ____________________ My commission expires _______________________ SURVEYORS CERTIFICATE I, Jonathan D. Schuette, 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 this plat 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 this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _______ day of____________________ ,20______ . _____________________________________ Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF _____________________ COUNTY OF ___________________ The foregoing Surveyor's Certificate was acknowledged before me on this _______ day of____________________ ,20______ by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. ____________________________________ Signature ____________________________________ Printed Name Notary Public, ________________________________County, ____________________ My commission expires _________________________ LABEAUX COMMERCIAL CENTRE CITY COUNCIL, CITY OF ALBERTVILLE, MINNESOTA This plat of LABEAUX COMMERCIAL CENTRE was approved and accepted by the City Council of the City of Albertville, Minnesota at a regular meeting thereof held this __________day of __________________, 20______ and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. ____________________________________ _____________________________________ Mayor City Clerk WRIGHT COUNTY SURVEYOR I 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 Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this _______ day of ______________________, 20______. _____________________________________ Wright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant 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 Administrator WRIGHT COUNTY RECORDER I 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 Agenda Page 54 S00°45'17"W 180.00 S00°45'17"W 178.50 R =3 1 0 .0 0 Δ =4 0 °2 4 '0 2 "L =2 1 8 .59R =390.0 0 Δ =4 0 °1 8 '2 7 "L =2 7 4 .3 6 R =3 9 0 .0 0 Δ =1 3 °2 3 '5 1 " L =9 1.1 9 R =3 9 0 .0 0 Δ =1 5 °1 5 '4 6 "L =1 0 3 .8 9 R=261.95Δ=18°38'52"L=85.25R =3 5 0 .0 0 Δ =4 0 °2 4 '0 2 "L =2 4 6 .7 9S89°20'18"E 363.00N00°39'42"E 689.84 R =3 5 0 .0 0 Δ =4 0 °1 8 '2 7 "L =2 4 6 .2 2 C H B R G =N 1 9 °2 9 '3 2 "W C H =2 4 1.1 8 C H B R G =S 1 9 °2 6 '4 4 "E C H =2 4 1 .7 1 S00°45'17"W 179.25 S89°20'18"E 197.28N88°19'25"W 972.03N00°39'42"E 1320.32S88°10'13"E 1017.85S00°46'56"W 348.27 N64°55'35"W85.35S 5 5 ° 4 4 ' 5 5 "W 2 8 0 . 0 0 S38°35'05"E 276.00S32°44'39" E 183.49 S06°39'15"W 294. 6 1 N72°58'04"W20.00S17°01' 5 6 " W 60.00 S08°42'02"W 1 1 2 . 7 8 N00°39'42"E 26.42 197.0340.0140.01595.8740.0140.01187.14274.20 110.50 N00°39'42"E 410.92 216.03194.42 N89°20'18"W 343.00N89°20'18"W 126.00N00°39'42"E 254.14 123.8140.0051.0039.33 N00°39'42"E 631.26 210.00 156.00 211.6726.23 40.0013.59 60.01"S88°18'38"E10.00S89°20'18"E 343.00S89°20'18"E 140.53R=301.95Δ=28°07'10"L=148.19CHBRG=N76°36'07"ECH=146.71S72°58'04"E52.50R=590.36Δ=1°54'13"L=19.61S89°20'18"E 242.01S89°20'18"E 323.00N00°39'42"E 153.71N00°39'42"E 262.00N00°39'42"E 156.00 N00°39'42"E 37.42 R =3 1 0 .0 0 Δ =3 9 °4 8 '5 2 "L =2 1 5 .4 2 S89°20'18"E40.01S74°18'49"E42.43S89°20'18"E20.00Δ=4°32'01"L=27.69495.42 249.58S89°20'18"E 140.53R=341.95Δ=22°27'03"L=133.99N00°39'42"E 690.55 S89°20'18"E 150.53LABEAUX COMMERCIAL CENTRE 5.0 10.010.0DRAINAGE AND UTILITY EASEMENT AS SHOWN THUS: 5.0 BEING FIVE FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING TEN FEET IN WIDTH AND ADJOINING PUBLIC WAYS, UNLESS OTHERWISE INDICATED ON THIS PLAT. 0 60'120' = DENOTES FOUND WRIGHT COUNTY CAST IRON MONUMENT = DENOTES FOUND WRIGHT COUNTY MONUMENT UNLESS NOTED OTHERWISE = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352, UNLESS NOTED OTHERWISE = DENOTES RECORD DEED VALUES = DENOTES SET PK NAIL = DENOTES WETLANDS DELINEATED BY ANDERSON ENGINEERING OF MINNESOTA, LLC ON APRIL 16, 2026 1 INCH = 60 FEET BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 120, RANGE 24, IS ASSUMED TO BEAR SOUTH 88°10'13" EAST. SCALE IN FEET (BEARING/DISTANCE) X VICINITY MAP NOT TO SCALE SECTION 1, TOWNSHIP 120, RANGE 24 N PROPERTY LOCATION COUNTY ROAD 18NW1/4NE1/4SE1/4SW1/457TH ST NE MAINE AVE NECOUNTY ROAD 19LACHMAN AVEIN T E R S T A T E N O . 9 4 55TH ST NE 51TH ST NE BARTHEL INDUSTRIALDRIVEBLOCK ONE BLOCK TWO LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 1 BLOCK THREE OUTLOT A LABEAUX AVENUE N.E. LA CENTRE AVENUE N.E.53RD STREET N.E.54 1/2 STREET N.E.EAST LINE OFTHE WEST 165 FTOF THE NW 1/4OF THE SW 1/4NORTH LINE OF NORTH 150 FT OF THE SOUTH 411 FT OF THE NW 1/4 OF THE SW 1/4 411.0 150.0 165.060 60 60 80404040404040404040404040 4040 40 51 5140404040 4040NORTH LINEOF THE NW 1/4OF THE SW 1/4NW CORNEROF THE NW/14OF THE SW/14EDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDCAP #13057 12 INCH PIPE CAP #48664 CAP #15233 CAP #7439 CAP #7439CAP #48664 12 INCH PIPE CAP #7439 SOUTH LINEOF THE NW 1/4OF THE SW 1/4WEST LINE OF THE NW 1/4 OF THE SW 1/4WEST LINE OF PSYKSSIXTH ADDITIONWEST LINE OF PSYKSFIFTH ADDITIONAgenda Page 55 53RD STREET NWLEBEAUX AVENUE NWPROPERTY LOCATION BENCHMARK 1: LOCATED NW CORNER OF SITE TOP NUT HYDRANT . ELEV:968.96 BENCHMARK 2: LOCATED SW CORNER OF SITE TOP NUT HYDRANT. ELEV:956.55 BENCHMARK INFO: COVER SHEET C001 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:P:\109-JAVA COMPANIES\10925004-ALBERTVILLE 2.0\CIVIL\CAD\10925004-C-DETAILS.DWG #### 5/26/2026MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG LABEAUX COMMERCIAL CENTRE JAVA COMPANIES, LLC ALBERTVILLE, MN INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS C102 REMOVALS PLAN C201 SITE PLAN C202 SITE PLAN C301 GRADING PLAN C302 GRADING PLAN C401 STORM SEWER PLAN C402 STORM SEWER PLAN C501 WATER AND SANITARY PLAN C502 WATER AND SANITARY PLAN C601 EROSION CONTROL PLAN C701 PLAN AND PROFILE STREET A C702 PLAN AND PROFILE STREET A C703 PLAN AND PROFILE STREET B C704 PLAN AND PROFILE STREET C C705 TURN LANE PLAN C706 INTERSECTION PLAN C801 CIVIL DETAILS C802 CIVIL DETAILS C803 CIVIL DETAILS C804 CIVIL DETAILS C805 EROSION CONTROL DETAILS C806 EROSION CONTROL DETAILS C807 SWPPP NARRATIVE C808 CIVIL SPECIFICAITONS C809 CIVIL SPECIFICATIONS C810 CIVIL SPECIFICATIONS GENERAL NOTES: 1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT PROJECT CONTACTS CIVIL ENGINEER DESIGN TREE ENGINEERING AND LAND SURVEYING MICHAEL J. GERBER 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 TEL:320-227-0203 EMAIL OWNER JAVA COMPANIES MARK KROGH 255 E ST Mendota, MN 55150 53RD STREET NW BM #1 TNH BM #2 TNH Agenda Page 56 COWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFO FO FO lOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEllOHE OHE OHE LEGEND HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING UGT UGT UGT FO FO FO UGE UGE UGE GAS GAS GAS l l l W CO X X X 0' NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. BENCHMARK 1: TOP NUT HYDRANT LOCATED SW CORNER OF SITE. ELEV:956.55 BENCHMARK2: TOP NUT HYDRANT LOCATED NW CORNER OF SITE. ELEV:968.96 BENCHMARK INFO: EXISTING CONDITIONS C101 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG 60'120' 1" = 60' LABEAUX AVENUE N.E. 0' BENCHMARK 1: TOP NUT HYDRANT LOCATED SW CORNER OF SITE. ELEV:956.55 BENCHMARK2: TOP NUT HYDRANT LOCATED NW CORNER OF SITE. ELEV:968.96 BENCHMARK INFO: 60'120' 1" = 60' Agenda Page 57 COWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFO FO FO lOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEllNOTES: 1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 SAWCUT EXISTING BITUMINOUS PAVEMENT SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE REMOVE EXISTING CURB & GUTTER REMOVE TREE REMOVE & SALVAGE SIGN REMOVE BOLLARD/ POST REMOVE STORM STRUCTURE REMOVE STORM PIPE REMOVE FENCE REMOVE AND RELOCATE HYDRANT DEMO BUILDING REMOVE TREE STUMPS REMOVE WELL REMOVE SEWER REMOVE LIGHT POLE REMOVE UTILITY COORDINATE W/UTILITY COMPANY 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 13 14 15 16 REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM =TREE REMOVAL REMOVALS PLAN C102 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG 0' BENCHMARK 1: TOP NUT HYDRANT LOCATED SW CORNER OF SITE. ELEV:956.55 BENCHMARK2: TOP NUT HYDRANT LOCATED NW CORNER OF SITE. ELEV:968.96 BENCHMARK INFO: 60'120' 1" = 60' 11111 2 2 2 2 3 3 3 4 4 4 4 5 5 5 6 6 6 6 6 6 6 6 6 6 6 10 10 1010 9 9 9 11 11 11 12 13 1313 13 14 14 6 6 15 16 8 11 17 17 18 18 18 LABEAUX AVENUE N.E. 6 18 Agenda Page 58 15 10 10 LOT 3 PROPOSED BUILDING FF: 963.90 PROPOSED LOT 1 CAR WASH NO PARKING LOADING ZONE CAR WASH POND 6 2 5 17 2 LOT 2 PROPOSED BUILDING FF: 964.50 BLOCK THREE BLOCK TWOBLOCK TWOOUTLOT A 10.89 0'30'60' SITE PLAN C201 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG LOT 3 BLK 2 PARKING INFORMATION PARKING STALLS 35 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 37 STALLS LOT 3 BLK 2 PROPERTY INFORMATION TOTAL PROPERTY AREA 2.04 AC DISTURBED AREA 2.04 ±AC EXISTING IMPERVIOUS AREA 0 AC PROPOSED IMPERVIOUS AREA 1.546 AC SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 B612 CURB AND GUTTER ADA PEDESTRIAN RAMP (SEE DETAILS) B6-18 CURB AND GUTTER CROSSWALK STRIPING PARKING STRIPING MONUMENT SIGN (SEE ARCH) VALLEY GUTTER TRASH ENCLOSURE (SEE ARCHITECTURAL) ACCESSIBLE PARKING MARKINGS BITUMINOUS PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT RETAINING WALL 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 13 1 1 1 1 1 4 5 7 9 8 10 10 10 12 11 13R30.00R3 0 . 0 0 R150.00 R3 0 . 0 0 R30.0057.33 42.66 42.665.005.00 5.00R150.007 3 3 3 111111 11 11 LOT 2 BLK 2 PROPERTY INFORMATION TOTAL PROPERTY AREA 1.23 AC DISTURBED AREA 1.23 ±AC EXISTING IMPERVIOUS AREA 0 AC PROPOSED IMPERVIOUS AREA 0.680 AC LOT 3 BLK 2 PARKING INFORMATION PARKING STALLS 32 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 34 STALLS LABEAUX AVENUE N.E. LOT 1 BLK 3 PROPERTY INFORMATION TOTAL PROPERTY AREA 1.045 AC STREET ROW INFORMATION TOTAL ROW AREA 3.558 AC DISTURBED AREA 3.558 ±AC EXISTING IMPERVIOUS AREA 0.12 AC PROPOSED IMPERVIOUS AREA 2.293 AC OUTLOT INFORMATION TOTAL PROPERTY AREA 3.010 AC 11 4 4 6 20.00 (TYP)9.50 (TYP)20.00 (TYP)9.50 (TYP)122.7597.50R1 0 . 0 0 R31.33R15.00R3.00R15.00R3.0 0 R30.00R30.00 R15.00R15.00R3.00R 1 5 . 0 0 12.08 12.08 9.50 9.50 10.39 10.39 10.39 10.3910.39 11.00 22.675.0038.6487.33 15.00 10.00 35.0015.0015.0035.0020.00 R 1 5 . 0 0 R15.00R30. 0 0 R30. 0 0 30.67 13.6116.3412.30636.3336.5114.9721.005.00 5 2 2 15.00 52.00STREET CSTREET A40.00120.00 46.72R15.00R5 . 0 0 R5.0038.00 53.0038.00R25.0012.0012.00R15.001 1 6 5 9 8 10 10 12 9.00 (TYP)141.0059.33 21.6647.0237.00 5 2R4.00R 4 . 0 0 40.00R4.00R 4 . 0 0 R 4 . 0 0 R4.00R 4 . 0 0 R4.009.00 9.009.00 9.00 (TYP)9.00 (TYP)20.00 (TYP) 20.00 (TYP) 20.00 (TYP)20.0037.00 35.0034.60 10.00 12.33 Agenda Page 59 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX6 8 9 6 4 12 LOT 2 PROPOSED BUILDING FF:963.50 LOT 1 PROPOSED BUILDING FF:964.80 22 POND 5 9 14 4 9DRIVETHRU THANKYOUDRIVETHRU DRIVETHRU16 LOT 1 PROPOSED BUILDING FF: 963.66 TOUTLOT ABLOCK TWOBLOCK ONE0'30'60' SITE PLAN C202 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG 0' SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 B612 CURB AND GUTTER ADA PEDESTRIAN RAMP (SEE DETAILS) B6-18 CURB AND GUTTER CROSSWALK STRIPING PARKING STRIPING MONUMENT SIGN (SEE ARCH) VALLEY GUTTER TRASH ENCLOSURE (SEE ARCHITECTURAL) ACCESSIBLE PARKING MARKINGS BITUMINOUS PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT GUTTER TRANSITION CURB TRANSITION-FULL HEIGHT TO 0" HEIGHT 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 60'30' 42.66 1 1 1 1 R300.00 5 3 3 3 7 7 9 10 10 10 12 11 11 11 11R150.00R30.00R 3 0 . 0 0 12.67 5.00 LOT 2 BLK 1 PARKING INFORMATION PARKING STALLS 9 STALLS ACCESSIBLE STALLS 1 STALLS TOTAL STALLS 10 STALLS LOT 2 BLK 1 PROPERTY INFORMATION TOTAL PROPERTY AREA 0.539 AC DISTURBED AREA 0.539 ±AC EXISTING IMPERVIOUS AREA 0.149 AC PROPOSED IMPERVIOUS AREA 0.334 AC LOT 1 BLK 2 PROPERTY INFORMATION TOTAL PROPERTY AREA 1.618 AC DISTURBED AREA 1.618 ±AC EXISTING IMPERVIOUS AREA 0. AC PROPOSED IMPERVIOUS AREA 1.132 AC LOT 1 BLK 2 PARKING INFORMATION PARKING STALLS 62 STALLS ACCESSIBLE STALLS 3 STALLS TOTAL STALLS 65 STALLS LABEAUX AVENUE N.E. 1 11 8 9 LOT 1 BLK 1 PARKING INFORMATION PARKING STALLS 54 STALLS ACCESSIBLE STALLS 3 STALLS TOTAL STALLS 57 STALLS LOT 1 BLK 1 PROPERTY INFORMATION TOTAL PROPERTY AREA 1.176 AC DISTURBED AREA 1.176 ±AC EXISTING IMPERVIOUS AREA 0.475 AC PROPOSED IMPERVIOUS AREA 0.883 AC 9.00 9.00 (TYP)20.00 (TYP)8 R30.00 R30.00R15.00R1 5 . 0 0 R12.00R1 9 . 5 2 24.2915.0035.0020.00 15.0035.00 15.00 20.00 5.00 60°10.00 20.0020.0010.00 10.00 R15.00R1 5 . 0 0 R1 5 . 0 0 R3.00119.00 52.00R5.00 R 5 . 0 0R18.00R 3 0 . 0 0 R371.13 R5.00 R1 2 . 0 0R3.00R5.00R 5 . 0 0 R 5 . 0 0R5.00R5.00R5.00R 1 2 . 0 0 R12.00R 3 . 0 0 R3.00 R20.00 R 1 8 . 0 0 9.006.33(TYP)6.0010 10 1010 10 5 24.0014.0031.1747.67 12.0012.0020.0010.00 15.0035.009.00(TYP)20.00 (TYP)10.5424.0020.00 (TYP)20.00(TYP)8.00 8.008.00 8.00 8.00 9.00 (TYP) 1 1 9.00 (TYP) 11.42 R350.00R350.005.005.0042.663 50.4848.12 45.00132.25 13 14 13 14 11 14 2 2 2 2 STREET ASTREET B1 1 1 4 5 5 5 7 8 9 10 10 10 11 11 11 1 10.00 5 . 0 0 9 . 0 0 ( T Y P )23.09(TYP) 20.00 2 3 . 0 9 ( T Y P )9.00(TYP)20.002 60° R 1 5 . 0 0 R15.00R3.50R 1 5 . 0 0 R3.50R3.50 R3. 0 0 R5.00 R 1 0 . 0 0 R15.00R1 5 . 0 0R10.00R3.5 0 123.09(TYP) 9 . 0 0 ( T Y P ) 60 °60°20.00 9.0024.00 34.00 23. 0 9 9.0060°24.00R3.50R20.00R3 . 5 0R10.00 R 1 0 . 0 0 R3.50 R13.00R3 . 5 0 R20.00R2 0 . 0 0 45.12112.50R30.00 Agenda Page 60 FO FO FO FO FO FO FO FO lllOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||LOT 3 PROPOSED BUILDING FF: 963.90 PROPOSED LOT 1 CAR WASH NO PARKING LOADING ZONE CAR WASH ||||||>> POND RIPRAP OVERFLOW: 959.00 LOT 2 PROPOSED BUILDING FF: 964.50 ||||>>>>>BLOCK THREE BLOCK TWOBLOCK TWOOUTLOT A 57 LF - 18" SCH 40 PVC @ 0.50% 43 LF - 15" RCP @ 0.50% 48 LF - 18" SCH 40 PVC @ 0.50%101 LF - 12" SCH 40 PVC @ 4.17%188 LF - 1 2 " S C H 4 0 P V C @ 0 . 5 0 % 117 LF - 18" RCP @ 1.06%112 LF - 15" RCP @ 0.50%170 LF - 15" SCH 40 PVC @ 0.50%173 LF - 12" SCH 40 PVC @ 0.50%32 LF - 15" RCP @ 2.65% 145 LF - 12" SCH 40 PVC @ 3.76% 43 LF - 12" RCP @ 0.50% 42 LF - 12" RCP @ 0.36%195 LF - 12" SCH 40 PVC @ 0.50%33 LF - 18" RCP @ 0.00% 29 LF - 18" RCP @ 0.51% 100 LF - 1 5 " R C P @ 2. 0 3 % 229 LF - 24" RCP @ 0.00% 96 LF - 2 4 " R C P @ 0. 0 0 % ST-128 CB 24" X 36" RIM: 956.63 INV N: 952.92 INV SE: 952.92 ST-129 CBMH 48" (DIA) RIM: 956.19 INV N: 953.21 INV E: 953.21 INV S: 953.21 ST-120 CB 24" X 36" RIM: 960.06 INV E: 956.06 ST-127 12" FES INV NW: 952.68 ST-218 CB 24" X 36" RIM: 961.42 INV W: 957.44 ST-216 CB 24" X 36" RIM: 961.49 INV W: 957.17 INV S: 957.17 ST-215 CBMH 48" (DIA) RIM: 961.05 INV N: 956.23 INV E: 956.23 ST-117 12" FES INV W: 955.00 ST-214 CB 24" X 36" RIM: 962.45 INV E: 958.45 ST-115 15" FES INV N: 955.00 ST-213 CBMH 48" (DIA) RIM: 962.13 INV W: 957.59 INV E: 957.59 ST-118 15" FES INV W: 955.00 ST-119 CBMH 24" X 36" RIM: 960.06 INV W: 955.85 INV E: 955.85 ST-219 CB 24" X 36" RIM: 962.65 INV S: 958.65 ST-123 CB 24" X 36" RIM: 959.36 INV E: 955.36 ST-121 12" FES INV SW: 955.00 ST-122 CBMH 24" X 36" RIM: 959.36 INV W: 955.15 INV NE: 955.15 ST-217 CB 24" X 36" RIM: 962.15 INV E: 958.15 ST-126 24" FES INV N: 954.85 ST-125 OCS (SEE DETAILS) 48" (DIA) RIM: 959.00 INV NW: 952.00 INV S: 955.00 12" ORIFICE =955.00 6" WIER WALL=956.50 ST-124 24" FES INV SE: 952.00 ST-116 CBMH 48" (DIA) RIM: 963.23 INV W: 957.03 INV S: 957.03 ST-114 24" FES INV N: 955.00 ST-113 CBMH 48" (DIA) RIM: 963.34 INV N: 955.00 INV S: 955.00 = HYDRANT = CURB STOP = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE = CATCH BASIN = BEEHIVE CATCH BASIN = CULVERT APRON = WATER LINE = SANITARY LINE = STORM LINE = DRAINTILE UTILITY LEGEND || >> NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 6. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 7. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 8. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE UNLESS OTHERWISE NOTED ON THE PLANS. 9. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 10. ALL CONSTRUCTION, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 11. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. DT DT STORM SEWER PLAN C401 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG LABEAUX AVENUE N.E. 0'60'30'0'60'30'STREET CSTREET A Agenda Page 61 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>ll>>>>>>>>>>>>>| | | | | | | | | | | | | |||| >>>>> >>>>||||||||||||||||||||||||||||LOT 2 PROPOSED BUILDING FF:963.50 >> LOT 1 PROPOSED BUILDING FF:964.80 POND ||DRIVETHRUTHANKYOUDRIVETHRU DRIVETHRULOT 1 PROPOSED BUILDING FF: 963.66 T>>>>>>| ||| | |>>>>>>OUTLOT ABLOCK TWOBLOCK ONE43 LF - 24" RCP @ 0.50% 43 LF - 15" RCP @ 0.50% 33 LF - 18" RCP @ 3.24% 43 LF - 15" RCP @ 0.50%302 LF - 15" RCP @ 0.50%170 LF - 15" SCH 40 PVC @ 0.50%50 LF - 12" RCP @ 0.50%88 LF - 12" SCH 40 PVC @ 0.50 % 88 LF - 1 2 " R C P @ 1 . 5 8 %58 LF - 15" RCP @ 1.97 %71 LF - 12" RCP @ 1.58%6 6 L F - 1 2 " R C P @ 0 . 5 6% 34 LF - 12" SCH 40 PVC @ 0.50% 55 LF - 12" SC H 4 0 P V C @ 0 . 5 0 %133 LF - 12" SCH 40 PVC @ 0.50%50 LF - 24" RCP @ 0.50%56 LF - 24" R C P @ 0 . 3 2 % 60 LF - 2 4 " R C P @ 0 . 0 0 % LF - 24" RCP @ 0.00%61 LF - 24" RC P @ 0 . 0 0 %96 LF - 18 " RCP @ 0 .50% 1 5 3 L F - 1 5 " S C H 4 0 P V C @ 0 . 5 0 % ST-109 CBMH 48" (DIA) RIM: 961.25 INV E: 955.19 ST-108 CBMH 48" (DIA) RIM: 961.25 INV W: 954.98 INV N: 955.18 ST-102 CBMH 48" (DIA) RIM: 960.27 INV NW: 956.27 INV SW: 956.27 INV E: 956.27 ST-101 CBMH 24" X 36" RIM: 960.27 INV W: 956.06 INV E: 956.06 ST-100 18" FES INV W: 955.00 ST-105 CBMH 48" (DIA) RIM: 960.30 INV NE: 956.72 INV NW: 956.72 INV S: 956.72 ST-103 15" FES INV W: 955.00 ST-211 CB 24" X 36" RIM: 961.18 INV E: 957.34 ST-208 CB 24" X 36" RIM: 961.74 INV NE: 956.76 ST-212 CB 24" X 36" RIM: 960.97 INV SE: 956.17 ST-204 CB 24" X 36" RIM: 962.15 INV S: 957.67 INV NE: 957.67 ST-202 CBMH 48" (DIA) RIM: 962.60 INV SW: 958.08 INV E: 958.08 ST-206 CB 24" X 36" RIM: 961.09 INV SW: 957.09 ST-207 CB 24" X 36" RIM: 961.84 INV SE: 957.84 ST-203 CB 24" X 36" RIM: 962.25 INV NE: 958.25 ST-205 CB 24" X 36" RIM: 961.94 INV N: 957.94 ST-201 CBMH 48" (DIA) RIM: 962.43 INV W: 957.41 INV SE: 957.41 ST-107 CBMH 48" (DIA) RIM: 961.60 INV S: 955.00 INV W: 955.25 INV NE: 955.25 ST-106 24" FES INV SW: 955.00 ST-111 CBMH 48" (DIA) RIM: 962.05 INV S: 955.00 INV N: 955.00 ST-110 24" FES INV S: 955.00 ST-112 CBMH 48" (DIA) RIM: 962.05 INV S: 955.00 INV N: 955.00 ST-104 CBMH 48" (DIA) RIM: 960.30 INV N: 956.51 INV SW: 956.51 INV E: 956.51 ST-209 CBMH 48" (DIA) RIM: 960.78 INV NW: 955.73 INV SW: 955.73 INV E: 955.73 ST-210 CB 24" X 36" RIM: 961.45 INV W: 956.49 INV NE: 956.49 CONNECT TO EXISTING STORM INV: 958.04 INSTALL 16 LF 12" SCH 40 PVC ST-115 CB 24" X 36" RIM: 960.72 INV: 958.12 CONNECT TO EXISTING STORM INV: 959.42 INSTALL 23 LF 12" SCH 40 PVC @ 0.50% ST-115 CB 24" X 36" RIM: 962.07 INV: 959.54 = HYDRANT = CURB STOP = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE = CATCH BASIN = BEEHIVE CATCH BASIN = CULVERT APRON = WATER LINE = SANITARY LINE = STORM LINE = DRAINTILE UTILITY LEGEND || >> NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 6. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 7. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 8. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE UNLESS OTHERWISE NOTED ON THE PLANS. 9. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 10. ALL CONSTRUCTION, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 11. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. DT DT STORM SEWER PLAN C402 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG LABEAUX AVENUE N.E. 0'30'60' STREET ASTREET BAgenda Page 62 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX-1.35%-5.06%-2.61% 962.16 LOT 3 PROPOSED BUILDING FF: 963.90 ==========================================================PROPOSED LOT 1 CAR WASH NO PARKING LOADING ZONE CAR WASH LOT 2 PROPOSED BUILDING FF:963.50 -1.53%-4.09% LOT 1 PROPOSED BUILDING FF:964.80 POND POND 962.63962.98 (C) 962.74 962.93 (C)962.93 (C)962.84 (C)DRIVETHRUTHANKYOU DRIVETHRU DRIVETHRULOT 2 PROPOSED BUILDING FF: 964.50 LOT 1 PROPOSED BUILDING FF: 963.66 T-1.56%(2P) BLOCK THREE OUTLOT ABLOCK TWOBLOCK TWOBLOCK ONEOUTLOT A ======= = ===962.94 962.55 960.87960.87 960.29 963.10 961.35 962.23 960.32 961.90 961.62962.07961.96 961.03 961.21 961.30 961.12 963.70 (HP)963.46 (C) 963.56 (C)962.76 (C) 962.86 (C) -3. 7 9 %-3.20%-3.18%-3.06%-2.64% -2.2 9 %-3.20%-3.18%-3.79% -4.06% -2. 2 0 % -2.37% -4.42% -7.59%-2.29%-3.66% 963 952953954 955956957958959960 958 959 960 961 962 955 956 957 958 959 960 960 961 962 952953954955956957958959960961962 961961 959960961 962963 963964961 962 963 964 964953954955956957958959960961962957958959960961962963 961961962 9 6 2 9 6 1 962 963964 952953 954964961 958959960963 96396196296296396 4 962964 963 9629639649629639639639629 6 2 96296396296 39579 5 7 95 7 964 963 964964 964 963 962 962 962958 959 960 961 962963964962963 963 963 963963 9 6 2 961 961 955 959 959955 960 9649 6 3 963964964 964 963963 96 3 952953954955956957958959960961962962963 962 961 9649649639629 6 2962 963 962962961 96 2 961 962962 962962 961 9 6 2 962962 9629619619 6 2 963 963962 9539549559569579589599609619629639 5 7 9 5 8959960 952 953 954955956957958959960961962956955954953952957 957952 963 9 6 2 9 6 1 96396396496 3963963963 9 6 296296196 2 963 963962962 962963 963963-3.99% 957.39957.51 960.78 960.70 (C) -3. 9 9 %-2.31%-2.21%-2.26 %-2.75% -4.3 1 % -3. 8 0 % -3. 1 3 %-3.88%-3. 8 2 %-2.86%-2. 8 0 % -3.29 %-3.29% 962.30 (HP) 960.75 (C) 960.70 (C)960.65 (C)-5.62%-1.39%-3.36%-2.09%-4.4 8 % - 3 . 3 0%-7.44%-8.24%-2.35%962.37 (C)962.28 (C) 961.95 (C)962.04 (C) 961.99 (C)961.92 (C)-3.0 2 %960955954-1.65% 963.22 963.32-4.83%-4.94%-2.64%-3.28% - 3 . 4 2% 961.71 (C)961.61 (C) -1.75% 961.03 (C)961.13 (C) 962.46962.36 -2.00%958.16 956.52 957.01 958.28 959.93 957.30 956.63 961.08 961.49 961.61 960.31960.31 960.05 960.06 -1.08%-1.36%-0.85%NOTES: 1. ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES PERMIT, MNDOT, AND THE CITY. 3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7. REFER TO THE SWPPP AND THE CITY OF ______________ EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP(S). THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. EROSION CONTROL LEGEND & QUANTITIES: STABILIZED CONSTRUCTION EXIT (3 EA) SILT FENCE (1735 LF) SEDIMENT CONTROL ROLL/LOG (XX LF) MNDOT SEED MIX 25-151 (3.65 AC) RIPRAP (XX SY) CATEGORY 20 ROLLED EROSION PREVENTION PRODUCT (1016 SY) INLET PROTECTION (32 EA) NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. == *********** EROSION CONTROL PLAN C501 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG FRONTAGE AVENUE RIPRAP (TYP) STABILIZED CONSTRUCTION EXIT STABILIZED CONSTRUCTION EXIT INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTIONINLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION LABEAUX AVENUE N.E.STABILIZED CONSTRUCTION EXIT SILT FENCE MNDOT SEED MIX 25-151 (TYP) MNDOT SEED MIX 25-151 (TYP) MNDOT SEED MIX 25-151 (TYP) MNDOT SEED MIX 25-151 (TYP) MNDOT SEED MIX 25-151 (TYP) SILT FENCE SILT FENCE 0'60'30' SILT FENCE INLET PROTECTION INLET PROTECTION RIPRAP (TYP) RIPRAP (TYP) RIPRAP (TYP) RIPRAP (TYP) CATEGORY 20 ROLLED EROSION PREVENTION PRODUCT TYPE III BARRICADE (SEE DETAIL) CATEGORY 20 ROLLED EROSION PREVENTION PRODUCT CATEGORY 20 ROLLED EROSION PREVENTION PRODUCT Agenda Page 63 -1.35%-5.06%-2.61% LOT 2 PROPOSED BUILDING FF:963.50THANKYOU DRIVETHRULOT 1 PROPOSED BUILDINGBLOCK TWO960.29 964.45 964.46 961.35 962.23 960.32962.65 962.41 962.60 960.72 964.33 (C) 961.13 962.98962.69 963.09 963.36 963.46 (C) 961.90 961.62 962.07 964.30 962.29 962.98 961.96 960.52 963.32 963.46 (C) 962.84 962.76 963.46 962.98 962.77962.75 962.07 961.96 961.32 961.03 962.84 962.84 961.12 961.84 962.66 963.96 (FG) 961.80 962.06 962.78 (B) 962.21961.61961.52 961.49 961.25 962.63 (LP) 962.83 963.62 (C) 963.62 (C) 962.79 962.84 (C) 963.47 (C) 963.18 962.84 963.36 (C) 963.46 (C) 962.84 962.84 963.36 962.35 963.01 963.56 (C) 961.98 963.96 962.17 963.46 (C) 962.90 964.33 (C) 964.21 964.46 962.75 (B)962.55 (B) 963.12 963.47 (C) 962.98 962.79 (B) 962.78 (HP) 963.00 (B) 963.00 (B) 963.16 962.28 (C) 961.74 961.18 (LP) 962.93 962.17 (C) 962.13 (C) -3. 7 9 %-3.06%-2.64%-3.79% -4.06% 9 6 2 9 6 1 962 9619629629 6 2962 963962 962961961963 9 6 2 9 6 1 96396296196 2 963.22 963.32 -4.83%-4.94%-2.64%-3.28% -1.75% 961.03 (C)961.13 (C) 962.46 962.36 -2.00%-1.08%-1.36%-0.85%963.20 963.86 (C) 963.44 956.19 956.63 957.31 (B) 957.66 957.48 (B) 963.86 963.60 (C) 957.49 957.34 963.36 962.62 962.34 (TW) 962.46 (BW=TW) 958.60 (BW) 963.53 963.21 963.32 957.01 957.30 957.51 957.39 959 960 961 962 963 9539579589579 5 7 95 7 -3.99% 957.39 957.51 -3. 9 9 %-2.31%-2.21%-2.26 % -2.75% -4.3 1 % -3. 8 0 % -4.4 8 % 958.16 956.52 957.01 957.30 956.63 0'30'60' TURN LANE PLAN C705 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2025 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665305/26/2026 10925004 LABEAUX COMMERCIAL CENTRE ALBERTVILLE MN, 55301 NPK MJG 0'60'30'STREET BLABEAUX AVENUE N.E. LABEAUX AVENUE N.E.STREET CAgenda Page 64 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026 -___ ORDINANCE AMENDING THE ALBERTVILLE ZONING MAP AND ZONING ORDINANCE CHAPTER 5200, PUD-PLANNED UNIT DEVELOPMENT DISTRICT, FOR LABEAUX COMMERCIAL CENTRE PUD REZONING, PRELIMINARY PLANNED UNIT DEVELOPMENT,AND FINAL PLANNED UNIT DEVELOPMENT FOR THE PLAT ENTITLED LABEAUX COMMERCIAL CENTRE ADDITION WITHIN THE CITY OF ALBERTVILLE The City Council of the City of Albertville, Minnesota hereby ordains: Section 1. Amendment. The official Zoning Map, as adopted in 3000.3 of the Albertville Zoning Ordinance is hereby amended to change the designation of the following described property from B-2 Limited Business District to LaBeaux Commercial Centre B-3 Highway Commercial District/Planned Unit Development (PUD): Lots 1 and 2, Block 1, Lots 1, 2, and 3, Block 2, and Lot 1, Block 3, LaBeaux Commercial Center, Albertville, Wright County, Minnesota. ; and, Section 2. Amendment. The official Zoning Map, as adopted in 3000.3 of the Albertville Zoning Ordinance is hereby amended to change the designation of the following described property from B-2 Limited Business District and R-1 Residential Single-Family District to R-1 Residential Single-Family District): Outlot A, LaBeaux Commercial Centre Addition, Albertville, Wright County, Minnesota. ; and, Section 3. Amendment. Chapter 5200 PUD Planned Unit Development District, Section of the Albertville Zoning Ordinance is hereby amended to add the underlined text: 5200.20 LaBeaux Commercial Centre A. USES: Uses allowed in the LaBeaux Commercial Centre B-3/PUD district shall be the same as the B-3 base zoning district. Agenda Page 65 B. Lot Requirements and Setbacks: Setbacks Front Side (Interior) Side (Corner) Rear Lot Area Lot Width - - - - - - - C. Special PUD Conditions: 1. Curb barriers must meet the setbacks established in 1200.4 (H) 16. of the zoning ordinance except for the shared lot line between Lot 1 and Lot 2, Block 1, LaBeaux Commercial Centre within the PUD 2. Development of lots within the PUD are subject to Site and Building Plan Review. 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district, except: a. Automobile repair – minor uses with drive-through service lanes may be allowed on Lot 2, Block 1 with a minimum lot area of 20,000 sq. ft. and a minimum lot width of 100 ft. 4. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. 5. Any deviations from the approved site plans may require an amendment to the LaBeaux Commercial Centre PUD B-3/PUD zoning district or a conditional use permit, as established in the zoning ordinance. 6. Lots 1 and 2, Block 1 and Lots 1, 2, and 3, Block 2, LaBeaux Commercial Center, shall be considered to have the front of the lot abutting LaBeaux Avenue North. 7. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. 8. Ground signs within the PUD shall be limited to one single pylon sign, up to 30 ft. in height for the entire PUD, with space for each lot in the entire PUD; or one monument sign for each lot within the PUD. Section 4. The remainder of the code. Numbering within sections of the Albertville Zoning Ordinance shall be adjusted in tandem to include the amendments within this ordinance. Section 5. This Amendment shall be in full force and effective immediately following its passage, publication, and the approval of the Final Planned Unit Development of LaBeaux Commercial Centre. Agenda Page 66 Adopted by the City Council of the City of Albertville this ___ day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 67 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-___ RESOLUTION APPROVING A PRELIMINARY PLAT, FINAL PLAT, AND SITE PLANS FOR THE PLAT ENTITLED LABEAUX COMMERCIAL CENTRE ADDITION, WRIGHT COUNTY, MINNESOTA WHEREAS, Mark Krogh, of Java Companies, the applicant, has made an application on behalf of Beatrice and Douglas Psyk, the owners, to replat the property described below into two six lots and an two outlots; Parcel 1: The Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24, Wright County. Minnesota. EXCEPT the West 165 feet of the South 150 feet of the North 411.00 feet thereof, ALSO EXCEPTING THEREFROM all the portions of land platted into 'PSYKS Fifth Addition' and 'PSYKS Sixth Addition'. Parcel2: The West 165.00 feet to the South 150.00 feet of the North 411.00 feet of the Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24. Wright County. Minnesota. (All Abstract Property) ; and, WHEREAS, LaBeaux Commercial Centre consists of approximately 27.64 acres; and WHEREAS, the platting of land within the City of Albertville requires the approval of the city; and WHEREAS, the proposed plat is located within the LaBeaux Commercial Center B- 3/PUD zoning district and meets lot requirements of the zoning district; and WHEREAS, the City of Albertville Planning Commission conducted a public hearing on May 12, 2026, to consider the Preliminary Plat and Site Plans; and WHEREAS, notice of the public hearing on said Preliminary Plat was duly published and mailed in accordance with the applicable Albertville Ordinances; and Agenda Page 68 City of Albertville Resolution No. 2026-____ Meeting of June __, 2026 Page 2 WHEREAS, the Planning Commission heard all persons interested in the Preliminary Plat at the public hearing; and, WHEREAS, the Planning Commission closed the public hearing on May 12, 2026, and continued their discussion of the item so that the applicant could make revisions to their plans to address some neighborhood concerns; and, WHEREAS, the applicant submitted revised plans for consideration which preserve the R-1 zoning adjacent to exiting R-1 zoned neighborhood to the east; and, WHERES, the Planning Commission continued their discussion at their June 9, 2026 regular meeting; and, WHEREAS, the Planning Commission recommended approval of the Preliminary Plat for LaBeaux Commercial Centre to the City Council; and, WHEREAS, the City Council finds that the proposed Preliminary Plat for LaBeaux Commercial Centre meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance; and WHEREAS, the City Council finds the Final Plat for LaBeaux Commercial Centre Addition meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance and is consistent with the Preliminary Plat. NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville, Wright County, Minnesota, hereby approves the preliminary plat, final plat, and site plan review for LaBeaux Commercial Centre subject to the following conditions: 1. Approval of the LaBeaux Commercial Centre PUD B-3/PUD zoning district over Lots 1 and 2, Block 1, Lots 1, 2, and 3, Block 2, and Lot 1, Block 3, LaBeaux Commercial Center. 2. Approval is not given for the development of any individual lot within the plat. Development of lots within the plat are subject to Site and Building Plan Review. 3. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. 4. The utility plan shall be subject to the review and approval of the City Engineer. 5. The plat shall provide utility easements over all utilities, drainage ways, and stormwater ponds serving the plat. The size and location shall be subject to the review and approval of the City Engineer. 6. The applicant shall enter into a development agreement with the City of Albertville for the required PUD, site improvements, and the installation of the public utilities and public streets. Agenda Page 69 City of Albertville Resolution No. 2026-____ Meeting of June __, 2026 Page 3 Adopted by the City Council of the City of Albertville this ____ day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 70