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2026-06-15 City Council Agenda Packet-revised
City of Albertville Council Agenda Monday, June 15, 2026 City Council Chambers 7 pm PUBLIC COMMENTS -The City of Albertville welcomes and encourages public input on issues listed on the agenda or of general community interest. Citizens wishing to address the Council regarding specific agenda items, other than public hearings, are invited to do so under Public Forum and are asked to fill out a “Request to Speak Card.” Presentations are limited to five (5) minutes. 1. Call to Order 2. Pledge of Allegiance – Roll Call Pages 3. Recognitions – Presentations - Introductions 4. Public Forum – (time reserved 5 minutes) 5. Amendments to the Agenda 6. Consent Agenda All items under the Consent Agenda are considered to be routine by the City staff and will be enacted by one motion. In the event an item is pulled, it will be discussed in the order it is listed on the Consent Agenda following the approval of the remaining Consent items. Items pulled will be approved by a separate motion. A. Authorize the Monday, June 15, 2026, payment of claims as presented, except bills specifically pulled which are passed by separate motion. The claims listing has been provided to City Council as a separate document and is available for public view at City Hall upon request. 3 B. Adopt Resolution No. 2026-17 approving appointment of the Election Judges for the Primary Election on August 11, 2026 and the General Election on November 3, 2026. 4-6 C. Approve Special Event Permit including a Temporary Outdoor Music Permit and extend waiting area in front for Si Senor Mexican Restaurants 1st Anniversary celebration located at 5292 Kyler Avenue for a Special Event on Thursday, June 18, 2026, from 5 to 10 pm. 7 D. Approve a new addition to the Albertville Fire Department’s Standard Operating Policies and Procedures. 8-11 E. Approve the final Payment Estimate to Omann Contract in the amount of $19,303.92 for the 2024 Street Improvement project. 7. Public Hearing – None 8. Wright County Sheriff’s Office – Updates, reports, etc. 9. Department Business A. City Council 1. Committee Updates (STMA Arena, Planning, JPWB, Parks, Fire Board, FYCC) B. Building – None C. City Clerk – None City of Albertville City Council Agenda Monday, June 15, 2026 Page 2 of 2 D. Finance – None E. Fire – None F. Planning and Zoning 1. Due North Plat, PUD Amendment, and Site and Building Plan Review 12-54 (Motion to adopt Ordinance No. 2026-07 amending PUD for Albertville Plaza for the plat of Due North Addition, Resolution No. 2026-18 allowing for summary publication for Ordinance No. 2026-07, and Resolution No. 2026-19 approving the preliminary plat, final plat, and site and building plan review for Due North Addition with conditions.) 2. LaBeaux Commercial Centre Plat, Rezoning, PUD and Site Plan 55-102 (Motion to adopt Resolution No. 2026-20 approving the preliminary plat, final plat, and site plans for the plat entitled LABEAUX COMMERCIAL CENTRE ADDITION with conditions.) (Motion to adopt Ordinance No. 2026-08 amending the Albertville Zoning Map and Zoning Ordinance Chapter 5200 PUD- Planned Unit Development District, for LaBeaux Commercial Centre PUD Rezoning, Planned Unit Development, and Final Planned Unit Development for the Plat LABEAUX COMMERCIAL CENTRE ADDITION and Resolution No. 2026-21 allowing for summary publication for Ordinance No. 2026-08.) G. Public Works/Engineering – None H. Legal – None I. Administration – None 10. Announcements and/or Upcoming Meetings June 18 City offices closed in observance of Juneteenth June 22 Joint Power Water Board, 6 pm Parks Committee, 7 pm July 2 City offices closed in observance of 4th of July July 6 City Council, 7 pm July 13 STMA Arena Board, 6 pm July 14 Planning Commission, 7 pm July 20 Council Budget Workshop, 6:15 pm July 20 City Council, 7 pm 11. Adjournment Mayor and Council Request for Action June 15, 2026 SUBJECT: CONSENT – FINANCE – PAYMENT OF BILLS RECOMMENDATION: It is respectfully requested that the Mayor and Council consider the following: MOTION TO: Authorize the Monday, June 15, 2026, payment of the claims as presented except the bills specifically pulled, which are passed by separate motion. The claims listing has been provided to Council as a separate document. The claims listing is available for public viewing at City Hall upon request. BACKGROUND: The City processes claims on a semi-monthly basis. The bills are approved through their respective departments and administration and passed onto the City Council for approval. KEY ISSUES: •Account codes starting with 810 are STMA Arena Expenses/Vendors (highlighted) and key issues will be presented in the claims listing document. POLICY/PRACTICES CONSIDERATIONS: It is the City’s policy to review and approve payables on a semi-monthly basis. FINANCIAL CONSIDERATIONS: City staff have reviewed and recommend approval of payments presented. LEGAL CONSIDERATIONS: The Mayor and Council have the authority to approve all bills pursuant to Minnesota State Law, which requires all bills to be paid in a timely manner, generally within 30 days unless one party determines to dispute the billing. Responsible Person: Tina Lannes, Finance Director Submitted through: Adam Nafstad, City Administrator-PWD Attachment: •List of Claims (under separate cover) Agenda Page 3 Mayor and Council Request for Action June 15, 2026 SUBJECT: CONSENT – CLERK – APPOINTMENT OF ELECTION JUDGES FOR THE 2026 ELECTION PERIOD RECOMMENDATION: It is respectfully requested that the Mayor and Council consider the following: MOTION TO: Adopt Resolution No. 2026-17 approving appointment of the Election Judges for the Primary Election on August 11, 2026 and the General Election on November 3, 2026. BACKGROUND: As required per Minnesota Statute 204B.21, the Council needs to approve the appointment of the Election Judges for the upcoming election at least 25 days before the upcoming elections on August 11, 2026 and November 3, 2026. KEY ISSUES: • The Primary Election will be held on Tuesday, August 11, 2026. • The General Election will be held on Tuesday, November 3, 2026. • Minnesota Statute 204B.21 requires that persons serving as election judges must be appointed by Council at least 25 days before the election. POLICY/PRACTICES CONSIDERATIONS: The Mayor and City Council have the authority to appoint the Election Judges for the upcoming election period. Responsible Person: Kris Luedke, City Clerk Submitted through: Adam Nafstad, City Administrator-PWD Attachment: • Resolution No. 2026-17 Appointment of Election Judges Agenda Page 4 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-17 RESOLUTION APPROVING THE APPOINTMENT OF ELECTION JUDGES FOR THE PRIMARY ELECTION ON AUGUST 11 AND THE GENERAL ELECTION ON NOVEMBER 3, 2026 WHEREAS, Minnesota State Statute 204B.21 requires that persons serving as election judges be appointed by the City Council at least 25 days before the election; and NOW, THEREFORE, BE IT RESOLVED by the Albertville City Council that the individuals named on Exhibit A, and on file in the office of the City Clerk be appointed as the City of Albertville Election Judges for the August 11, 2026, Primary Election and November 3, 2026, General Election/ . BE IT FURTHER RESOLVED that the City Clerk is authorized with this to make any substitutions or additions as deemed necessary. Adopted by the City Council of the City of Albertville this 15th day of June 2026. Jillian Hendrickson, Mayor ATTEST: Kristine A. Luedke, City Clerk Agenda Page 5 City of Albertville Meeting of June 15, 2026 Resolution No. 2026-17 Page 2 Exhibit A 2026 Albertville Election Judges The following individuals are appointed to serve at both the Primary Election on August 11, 2026 and the General Election on November 3, 2026: Election Judges Anderson, Rick Bacon, Connie Bacon, Randy Barthel Dale Bartholomew, David Bartholomew, Renee Berning, Duane Buhrmann, Paul Coleman-Jenson, Elizabeth Cullen, Sheila Demers, Nicholas Gordon Jr., William Hackenmueller, Daryl Haugen, Ronald Jents, Charlotte Kimbler, Dick Kimbler, Janet Lemieux, Jan Kimbler, Janet Kimbler, Richard Moseng, Kristie O’Brien, Rick Otto, Karen Radde, Rhoda Seawood, Andrena Smeby, Erin Vogt, Noelle Walker, Floyd Wilkes, Sam Agenda Page 6 Mayor and Council Request for Action June 15, 2026 SUBJECT: CONSENT – CLERK – SPECIAL EVENT PERMIT – SI SENOR MEXICAN RESTAURANT 1ST ANNIVERSARY EVENT RECOMMENDATION: It is respectfully requested that the Mayor and Council consider the following: MOTION TO: Approve Special Event Permit including a Temporary Outdoor Music Permit and extend waiting area in front for Si Senor Mexican Restaurants 1st Anniversary celebration located at 5292 Kyler Avenue for a Special Event on Thursday, June 18, 2026, from 5 pm to 10 pm. BACKGROUND: Si Senor has submitted a special event permit application, including a Temporary Outdoor Music Permit for its 1st Anniversary Celebration scheduled for Thursday, June 18, 2026, from 5 pm to 10 pm. The event will feature a Mexican band preforming both indoors and outdoors. As part of the celebration, the restaurant is requesting approval to temporarily extend its customer waiting area into a portion of the front parking lot, where margaritas would be served to patrons waiting for seating. The proposed waiting area would be enclosed with temporary caution-type fencing and include a controlled access gate for customer entry and exit. The Minnesota Alcohol and Gambling Enforcement Division has confirmed that, with City approval, Si Senor may temporarily extend its patio area provided the extension remains compact and contiguous to the building and the restaurant submits a certificate of liquor liability demonstrating coverage for the expanded area during the event. KEY ISSUES: •The event is proposed for Thursday, June 18, 2026, from 5 pm to 10 pm at Si Senor Mexican Restaurant located 5292 Kyler Avenue NE. •Live music is proposed both indoors and outdoors during the event. •The applicant is requesting approval for a temporary fenced outdoor waiting area in the parking lot where alcoholic beverages would be served to patrons awaiting seating. •The applicant has submitted an updated liquor liability insurance certificate to cover the proposed expanded service area. POLICY/PRACTICES CONSIDERATIONS: Special events permits are subject to the approval of the City Council. LEGAL CONSIDERATIONS: The applicant shall comply with the regulations for a special event permit and the outdoor music ordinance. Responsible Person: Kris Luedke, City Clerk Submitted Through: Adam Nafstad, City Administrator-PWD On File: •The Special Event Permit application is on file in the City Clerk’s Office Agenda Page 7 Mayor and Council Request for Council Action June 15, 2026 SUBJECT: CONSENT – FIRE – NEW STANDARD OPERATING PROCEDURE RECOMMENDATION: Staff respectfully requests Council consideration regarding a proposed new addition to the Albertville Fire Department’s Standard Operating Policies and Procedures. MOTION TO: Approve a new addition to the Albertville Fire Department’s Standard Operating Policies and Procedures. BACKGROUND: The Albertville Fire Department (AFD) is currently operating under Standard Operating Policies and Procedures (SOP) that were authorized, as a whole, by the City Council in April 2021. The Fire Chief is requesting approval of a new policy regarding the take home use, by Fire Department membership, of Squad 11 for call response. With the deployment of the new Chief #1 vehicle, Squad #11 has been utilized as a second response vehicle for medical emergencies. Squad #11 is outfitted with a complete set of emergency medical equipment, an SCBA, 4-gas monitor, and portable radio. With current road closures and road construction projects, the Fire Department was seeing an increased travel time of AFD members to the Fire Hall and resulting increased turn-out time and response time for emergency calls, especially calls north of I94 and in the City of Otsego. The Fire Department has been operating under this SOP, in an emergency situation, due to the restricted response of personnel and fire apparatus because of road closures and road construction north of I94 and is asking City Council approval to make the policy permanent. The Fire Department Board of Officers has reviewed the attached policy and is supportive of its approval. The attached policy has already been distributed to the Fire Department and would be finalized through City Council approval. The Board of Officers will monitor the appropriate use of Squad 11 as a take home option and determine continued use after completion of road construction. KEY ISSUES: • The Fire Department was noticing increased turnout and response times to calls for service due to road construction and road closures. • The Fire Chief implemented an emergency policy allowing the take home use of Squad 11 for immediate response to calls, specifically those north of I94 and in the City of Otsego. • The policy has been successful in significantly reducing response times for a single Firefighter to arrive on emergency scenes. Agenda Page 8 Mayor and Council Request for Action – June 15, 2026 Consent –- Fire – Standard Operating Procedures Addition Page 2 of 2 • The Fire Department is asking City Council approval to allow the emergency policy to become part of the Fire Department SOPs. • The Fire Department Board of Officers will continue to monitor the take home use of Squad 11 for potential revisions to this policy. POLICY/PRACTICES CONSIDERATIONS: It is the City’s policy for Council to review and approve policies as they deem necessary. Responsible Person: Eric Bullen, Fire Chief Submitted Through: Adam Nafstad, City Administrator-PWD Attachments: • Section 8.2 Squad 11 – Take Home Use • A full copy of the AFD SOP is available on request Agenda Page 9 Albertville Fire Department Standard Operating Policies and Procedures Policy Title: Squad 11 – Take Home Use Chapter: 8.0 Call Response Section: 8.2 Squad 11 – Take Home Use Date: 06/04/2026 Updated: Page: 1 of 2 Page 1 of 2 8.2 Squad 11 – Take Home Use 8.2.1 Purpose A. Squad 11 is available for voluntary use as a take-home vehicle, to provide quick response to emergency incidents, based on the needs of the Fire Department. 1. Examples of use include: a. A Duty Firefighter / Duty Officer Program. b. Delayed or restricted apparatus and/or personnel response based on road construction projects and/or road closures. c. Other situations as determined by the Fire Chief. B. The intention of the take home use program is to allow Firefighters, who live in the affected areas, respond more quickly to all calls in that area. C. Firefighters that live close to the Fire Station and/or make responding apparatus and/or vehicles on a consistent basis, should continue to respond to the Fire Station. 8.2.2 Minimum Personnel Requirements for Use A. Reserve Firefighters and/or Probationary Paid-On-Call Firefighters shall not take Squad 11 for take home use. B. Firefighters taking Squad 11 for take home use, shall have 5-calendar years of experience as a firefighter. 1. This requirement does not include time spent as a Reserve Firefighter on the AFD. 2. Service time on another Fire Department may be used as part of this 5- year requirement, but in full, consecutive, calendar years, not combined service years. Agenda Page 10 8.2 Squad 11 – Take Home Use – Page 2 Page 2 of 2 8.2.3 Squad 11 Take Home Sign-Up and Priority of Use A. Firefighters meeting the above minimum personnel requirements, shall sign-up for Squad 11 take home use on the calendar in the Fire Hall Training Room. B. The priority of use for Squad 11 as a take home vehicle is: 1. Any Officer. 2. Firefighters who have completed Blue Card Command. 3. Firefighters who live in an area affected by road construction projects and/or road closures. 4. Firefighters serving on their scheduled Response Company assignment. 5. Firefighters who do not make responding apparatus and/or vehicles on a consistent basis. 8.2.4 Response Requirements A. Firefighters taking Squad 11 home, must respond to ALL calls for service that are dispatched while they have Squad 11. 1. Squad 11 carries a complete set of emergency medical equipment, and shall be available to respond to any incident, whether stationed at the Fire Hall or at a Firefighters residence. B. Firefighters shall bring their full PPE and SCBA masks when taking Squad 11 for take home use. 1. There is an SCBA assigned to Squad 11 which shall stay with the vehicle. C. Firefighters shall call in to the Wright County Communications Center (WCCC) as “Squad 11”, as outlined in Section 4.2 (Radio Communication) of the AFD Standard Operating and Response Guidelines. D. The Firefighter in Squad 11 shall assume command of all incidents, if they are the first AFD apparatus and/or vehicle on-scene. 1. Command may be transferred on the arrival of other AFD apparatus and/or vehicle, but the command transfer shall be mutually agreed upon. E. Firefighters returning Squad 11 after taking home for use shall ensure that Squad 11 is full of fuel, clean, and that all equipment is in proper working order. F. Firefighters shall follow all AFD driving procedures as outlined in Chapter 8.0 (Call Response) of the AFD Standard Operating Policies and Procedures. Agenda Page 11 Mayor and Council Request for Action June 15, 2026 SUBJECT: PLANNING – DUE NORTH PLAT, PUD AMENDMENT, AND SITE AND BUILDING PLAN REVIEW RECOMMENDATION: It is respectfully requested that the Mayor and Council consider the following for Due North Car Wash, for PID 101-158-000010: • Preliminary Plat • Final Plat • PUD Amendment (Albertville Plaza 3rd) • Site Plan Review MOTION TO: Adopt Ordinance No. 2026-07 amending PUD for Albertville Plaza for the plat of Due North Addition, Resolution No. 2026-18 allowing for summary publication for Ordinance No. 2026-07, and Resolution No. 2026-19 approving the preliminary plat, final plat, and site and building plan review for Due North Addition with conditions. BACKGROUND: The Planning Commission reviewed the applications and held a public hearing on the preliminary plat and PUD Amendment and reviewed the Site and Building Plan for a proposed car wash at their June 9th, 2026, meeting. Prior to the public hearing staff presented the requests and noted corrections, which are reflected in the attached staff report. No public comments were received. The applicant provided clarification on the flow of vehicles on the site and provided additional information regarding the intent of the garage doors on the structure. The Planning Commission discussed the site and structure design, access to the site, and asked the applicant to consider additional landscaping. The Planning Commission recommends approval of the applications citing consistency with the city’s Comprehensive Plan, zoning ordinance, and economic development goals. There are no outstanding issues; however, conditions are included for the approval of the request. KEY ISSUES: • The plat of the outlot creates a buildable lot within Albertville Plaza 3rd PUD. • Albertville Plaza has private streets, and the PUD establishes that members of the Albertville Plaza Business Association are responsible for the private street and common owned amenities. • The PUD will now include car wash as a permitted use for Lot 1, Block 1, Due North Addition. • The proposed building and site provisions are generally consistent with the Zoning Ordinance. • Flexibilities within the PUD include allowing variation of approved plant materials/species, access spacing, and building materials. • A condition has been included that the final plat and plat details shall be approved by the City Engineer prior to release for recording, as well as any required storm water maintenance agreement. Agenda Page 12 Mayor and Council Request for Action – June 15, 2026 Planning – Due North Addition Plat, PUD and Site and Building Plan Review Page 2 of 2 POLICY/PRACTICES CONSIDERATIONS: Approval of the plat and PUD for the proposed use are consistent with the City’s long-range land use plan and zoning ordinance. FINANCIAL CONSIDERATIONS: Park dedication is required with the final plat. The Subdivision Ordinance requires 10% of a commercial subdivision or development for land dedication. A cash contribution in lieu of land dedication may be required and is recommended for the DUE NORTH ADDITION plat. The City’s Fee Schedule establishes that park dedication at a rate of $9,020.00 per acre subdivided is required. The platted lot is 1.45 acres. A total of $13,079.00 is required to meet the park dedication requirements. LEGAL CONSIDERATIONS: The City Attorney has reviewed the request. Responsible Person: Jenni Faulkner, Bolton & Menk T.J. Hofer, Bolton & Menk Submitted Through: Adam Nafstad, City Administrator-PWD Attachments: • Final Plat • Ordinance No. 2026-07Amending PUD for Albertville Plaza for the Plat of Due North Addition • Resolution No. 2026-18 Providing for the Summary Publication • Resolution No. 2026-19 Resolution Approving the Preliminary and Final Plat and Site and Building Plan Review for Due North Addition with Conditions • PC Memo with Attachments Agenda Page 13 L O T 12525 101515102740190.0010151510 60N 89°28'50" E 301.88N 89°28'50" E 344.08S 00°31'10" E 196.94B L O C K 11414Drainage & Utility EasementDrainage & Utility EasementWESTERLY RIGHT-OF-WAY LINE PERWRIGHT COUNTY HIGHWAY RIGHT OFWAY PLAT No. 30L=201.5 6 R = 1 4 9 2 . 3 2 =07°44' 1 9 "CITY COUNCIL, CITY OF ALBERTVILLE, MINNESOTAThis plat of DUE NORTH ALBERTVILLE was approved and accepted by the City Council of the City of Albertville, Minnesota, at a regular meeting thereof held this______ dayof ______________________, 20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By ____________________________________________, Mayor By _______________________________________, City AdministratorWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of _________________________, 20_______. _________________________________________ Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEERThis plat was reviewed and recommended for approval this _________ day of _____________________________, 20_______. ___________________________________________ Wright County EngineerWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20_______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ______ day of __________________________, 20_______. _________________________________________ Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this _________ day of _________________________, 20_____, at ________o'clock _____.M. and wasduly recorded in Cabinet No. __________________________, Sleeve __________________________, as Document No. _____________________________. _______________________________________ Wright County RecorderKNOW ALL PERSONS BY THESE PRESENTS: That LEP Holdings, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota,to wit: Outlot A, ALBERTVILLE PLAZA THIRD ADDITION, Wright County, MinnesotaHas caused the same to be surveyed and platted as DUE NORTH ALBERTVILLE and does 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 LEP Holdings, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_____ day of __________________________, 20____.LEP Holdings, LLC By _____________________________________________ , President. (signature)STATE OF ________________COUNTY OF ________________This instrument was acknowledged before me this ______ day of ___________________, 20____, by Cory Kampschroer President of LEP Holdings, LLC, a Minnesota limited liability company, on behalf of thecompany.__________ _______________________________ ________________________________________________ (Signature) (Printed name) Notary Public,_______________________ County, ________________ My Commission Expires___________________I, Gregory R. Prasch, 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 correctrepresentation 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; thatall 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 onthis plat.Dated this ____________day of ____________________, 20 ______. ______________________________________ Gregory R. Prasch, Licensed Land Surveyor Minnesota License No. 24992STATE OF MINNESOTACOUNTY OF HENNEPINThe foregoing Surveyor's Certificate was acknowledged before me on this ______ day of ___________________, 20________, by Gregory R. Prasch, Licensed Land Surveyor, Minnesota License No. 24992. __________________________________________ ________________________________________________ (Signature) (Printed name) Notary Public, Hennepin County, Minnesota My Commission Expires___________________DUE NORTH ALBERTVILLE Sec. 2, Twp. 120, R. 24Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4 NE 1/4SITESCALE IN FEET080401201 INCH = 40 FEETLA BAUEX AVE. NE BEARING REFERENCE:FOR THE PURPOSES OF THIS PLAT THE NORTH LINE OFOUTLOT B, ALBERTVILLE PLAZA THIRD ADDITION ISASSUMED TO BEAR NORTH 89°28'50" EAST.DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET ANDMARKED BY LICENSE NUMBER 24992, UNLESS OTHERWISE NOTED.DENOTES FOUND CAPPED END 1/2 INCH IRON PIPE MONUMENT,MARKED BY LICENSE NUMBER 24992KALLAND AVE. NE 57TH STREET NEJACKSON AVE NEC.S.A.H. No. 19 Agenda Page 14 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026 -07 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 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 on the property legally described as 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. 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. Accesses within the PUD and located solely on the private roads shall have a minimum spacing between accesses of 24 ft. Agenda Page 15 City of Albertville Ordinance No. 2026-07 Meeting of June 15, 2026 Page 2 3. 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. 4. Lot 1, Block 1, Due North Addition, may be allowed up to 7.3% metal panels per façade, as a building material. 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 15th day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 16 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-18 A RESOLUTION OF THE CITY OF ALBERTVILLE, WRIGHT COUNTY, MINNESOTA, PROVIDING FOR THE SUMMARY PUBLICATION OF ORDINANCE NO. 2026-07, AN ORDINANCE AMENDING THE ZONING ORDINANCE REGARDING THE ALBERTVILLE PLAZA 3RD ADDITION PUD WHEREAS, On June 15, 2026, at a meeting of the Albertville City Council, by majority vote, the City Council adopted Ordinance No. 2026-07 which amends the Albertville Zoning Ordinance, regarding Albertville Plaza 3rd Addition PUD; and WHEREAS, State law requires that all ordinances adopted be published prior to becoming effective; and WHEREAS, the City Council for the City of Albertville has determined that publication of the title and a summary of Ordinance No. 2026-07 would clearly inform the public of the intent and effect of the Ordinance; and WHEREAS, the City Council for the City of Albertville has reviewed the summary of Ordinance No. 2026-07 attached and incorporated herein as Exhibit A; and WHEREAS, the City Council for the City of Albertville has determined that the text of the summary clearly informs the public of the intent and effect of Ordinance No. 2026-07. NOW THEREFORE BE IT RESOLVED, the City Council for the City of Albertville hereby: 1.Approves the text of the summary of Ordinance No. 2026-07 attached as Exhibit A. 2.Directs the City Clerk to post a copy of the entire text of Ordinance No. 2026-07 in all public locations designated by the City Council. 3.Directs the City Clerk to publish the summary in the City’s legal newspaper within ten days. 4.Directs the City Clerk to file the executed Ordinance upon the books and records of the City along with proof of publication. Adopted by the City Council of the City of Albertville this 15th day of June 2026. _____________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 17 City of Albertville Resolution No. 2026-18 Meeting of June 15, 2026 Page 2 Exhibit A Ordinance Summary CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA SUMMARY PUBLICATION OF ORDINANCE NO. 2026-07 AN ORDINANCE AMENDING CHAPTER 5200 PUD PLANNED UNIT DEVELOPMENT DISTRICT OF THE ALBERTVILLE ZONING ORDINANCE On June 15, 2026, at a meeting of the Albertville City Council, by majority vote, the City Council adopted Ordinance No. 2026-07 which amends Chapter 5200 PUD Planned Unit Development District of the Albertville Zoning Ordinance regarding Albertville Plaza 3rd Addition PUD by: • Allowing a car wash as a permitted use, with standards. • Allows access separate of 24 ft. • Allows flexibility for landscape species. • Allows metal panels for Lot 1, Block 1, Due North Addition A printed copy of the Ordinance is available for inspection by any person during regular office hours at City Hall or by standard or electronic mail. ATTEST: Kristine A. Luedke Albertville City Clerk Agenda Page 18 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-19 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 a lot; 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. 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. Prior to the issuance of a building permit, the applicant shall: Agenda Page 19 City of Albertville Resolution No. 2026-19 Meeting of June 15, 2026 Page 2 a. Submit additional information regarding the maximum number of employees on the maximum shift to confirm the required amount of parking on the site. b. Enter into a Stormwater Maintenance Agreement as determined by the City Engineer. 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. Adopted by the City Council of the City of Albertville this 15th day of June, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 20 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 and south are within the same B-2A/PUD as the subject property. 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 21 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 and width are required to be designed to meet the zoning ordinance. The proposed preliminary plat meets the lot area and width standards of the B-2A zoning district. Agenda Page 22 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 corner lot as proposed and abuts LaBeaux Ave NE. Front lot lines require a lot to abut a public street, so even though the shortest dimension along a street is the western lot line, the front of the lot is the east lot line. 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 not an allowed use within the B-2A district. The PUD would allow for a car wash as a permitted use, with performance standards. Car washes are an allowed commercial Agenda Page 23 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 4 of 8 use within the B-3 district where conditions are required for car washes as a conditional use, which would be recommended as standards for the use within the PUD: • 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 76.59 Parking setback from back of curb of the private street (ft.) 10 52.64 Curb barrier from lot line (ft.) 5 24.16 Site coverage maximum (%) 80 80.0 Agenda Page 24 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 5 of 8 The proposed lot is a corner lot as proposed and abuts LaBeaux Ave NE. Front lot lines require a lot to abut a public street, so even though the shortest dimension along a street is the western lot line, the front of the lot is the east lot line. 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 rear yard. 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-2A zoning district, all building exterior wall finishes must be constructed of materials containing only brick, dimension stone, glass, stucco and its replicas, wood, rock faced block or aggregate precast concrete panels. Agenda Page 25 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 6 of 8 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 would not meet the requirements for the B-2A zoning district. The proposed materials could be approved by allowing flexibility for the development within the PUD for the use of metal panels on each side of the building, not to exceed 7.3% of the total façade. 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 26 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. Accesses within the PUD and located solely on the private roads shall have a minimum spacing between accesses of 24 ft. 3. 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. 4. Lot 1, Block 1, Due North Addition, may be allowed up to 7.3% metal panels per façade, as a building material. Agenda Page 27 Planning Commission Request for Recommendation – June 9, 2026 Planning – Due North Car Wash PP, FP, PUDA, SBPR Page 8 of 8 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: 1. Approval the amendment to Section 5200.4.2 Albertville Plaza 3rd Addition PUD B- 2A/PUD. 2. Prior to the issuance of a building permit, the applicant shall submit additional information regarding the maximum number of employees on the maximum shift to confirm the required amount of parking on the site. 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 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 28 Due North - Location Map 1,104 ft Agenda Page 29 Subject PropertyAgenda Page 30 Agenda Page 31 Executive Summary Due North Car Wash is a locally owned, next-generation car wash concept designed to deliver a faster, higher-quality, and more customer-focused experience than traditional car washes. For decades, consumers have had to settle for inconvenient facilities, inconsistent cleaning results, and outdated environments. Due North is redefining that standard. Owned and operated by Buffalo residents, Due North Car Wash is deeply rooted in the local community and committed to investing in its long-term success. This new Albertville location represents a significant advancement in the car wash industry—combining cutting-edge technology, premium design, and an unmatched focus on convenience, speed, and quality. Due North will deliver a superior customer experience centered around three core principles: convenience, quality, and experience. Through high-tech systems, modern building design, and efficient operations, customers can expect a clean, dry, and shiny vehicle in minutes—without sacrificing comfort or attention to detail. Innovative Facility & First-of-Its-Kind Features This Albertville location will introduce a new concept not currently available in the market: a fully indoor, climate-controlled vacuum-and-detailing experience. Customers will benefit from a comfortable, all-season environment that enhances usability in Minnesota’s harsh weather. Key features include: ● Indoor, climate-controlled vacuum stations ● Complimentary mat washing stations ● Compressed air tools for interior detailing ● Tire inflation stations ● Microfiber towels and professional-grade cleaning products In addition, this location will incorporate a first-of-its-kind water-reclamation system, marking a major advancement in environmental responsibility within the car wash industry. This proprietary system captures, filters, and reuses water with an efficiency level not previously achieved in this sector. Agenda Page 32 Convenience & Speed Due North is engineered for efficiency. With a professionally designed tunnel system and optimized traffic flow, customers can complete the wash process in under two minutes, delivering one of the fastest, highest-quality washes available. Convenience is further enhanced through: ● Extended operating hours designed around customer demand ● Seamless membership enrollment via mobile devices ● License plate recognition technology for frictionless entry ● A thoughtfully designed site layout for easy navigation Quality & Technology Quality is at the core of the Due North experience. Every aspect of the wash process is engineered using advanced, precision-based technology to ensure consistent, high-quality results. The system measures each vehicle and applies the exact amount of water and cleaning agents needed—maximizing effectiveness while minimizing waste. Combined with industry-leading equipment and biodegradable cleaning solutions, customers receive a superior clean every time. Experience & Community Commitment Due North is more than a car wash—it is a modern, customer-first experience. The building design emphasizes natural light, open space, and a clean, welcoming atmosphere. Large windows and a thoughtfully designed interior create a bright, safe, and premium environment. As a locally owned business, Due North is committed to Albertville and the surrounding community. Ownership lives, works, and invests locally, ensuring that this project contributes positively to the area through: ● Creation of high-quality local jobs ● Increased tax base ● Ongoing community giving initiatives ● Educational and workforce development programs Agenda Page 33 Environmental Responsibility Due North is committed to sustainable operations and environmental stewardship. The advanced water reclamation system—unlike anything currently used in the industry—significantly reduces water consumption by capturing, treating, and reusing water, including rainwater where possible. Additional sustainability measures include: ● Energy-efficient building design maximizing natural light ● High-efficiency equipment to reduce energy usage ● Use of biodegradable cleaning products ● Precision-controlled water application systems Conclusion Due North Car Wash represents a meaningful investment in Albertville, introducing a locally owned, high-tech, environmentally responsible, and customer-focused business that raises the standard for the car wash industry. With its emphasis on speed, quality, innovation, and community, this new location will provide residents with a premium service experience unlike anything currently available in the market. Agenda Page 34 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 35 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 36 TLEGEND:682 55th St NEBuffalo, MN 55313Cory KampschroerLEPHoldings, LLCINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGNSURVEY DATAAgenda Page 37 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 38 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 39 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 40 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, MN˘PRELIMINARY Do Not Use For Construction˘ˇˆ˘ˇˆ˙˝ˆ˛˘ˇ˘ˇˇˆ˙˙ˆ˝˙PROJECT 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 Braton˛˙˚ˇˇ˜ˇˇˆ˘Agenda Page 41 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'D101CD101B10'16'D106D107D105D109D108BD110BD102D103D104D108AD101A10'16'D110AD100CD100B10'12'D100A10'12'MAT WASHDRWGroup 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˘ˇˆ˘˙˝˝˛ˆ˛˚˜ ˜˝!" #$ ˘˘ˇˆ˙˝˙% &˝'()!*++,+(-).˝˛#'$/0˙#˙˙1˛0&/ˆ0˝˛2 ˝. 3 ˙%.˝˛#'4˛ ˝ˆ% 5 ˝˛ ˆ+#˛˛6 .002 ˙˝7˛#"8˝˛1˛0&/0˝˛2 ˝. 3 ˙%,0##ˇ$9':1˛0&/,˛"˝˙ˇ:1˛0&/(˜˜.ˇ$1˛0&/˛0#ˇ;,˛˝ "1˛0&/ˇ$9'1˛0&ˇ;9$:,˛˝ "1˛˙˙˙˝˝˛/0"#˛˛˝&#˝ˇ$9 :˙˜% &˝<1=/)+-+1>+1>,-=, "<$?'""˛@ "/0"#>%˝+#˝˛A 1 !" #/˚,&++/9&#B"< ""˛@?:. ˝0 ", "<$?$""˛@ "02˛˜˝˛˙˛A1 !" #/,&++/9&#B"$˝˛˙""˛@?˝ ˛.˝0 "ˆ,&++/9&#B"'˝˛˙""˛@? ˝˛.˝0 ", "<?:""˛@ " .˝˛#C0 ˝78/,&++/9&#B"9#"˝˛;:9""˛@?$9'˙˜.˝0 "ˆ,&++/9&#B"9#"˝˛9""˛@?;9$:˙˜.˝0 D, "<?$=C0& ˝˛#˛˜(..0& #.˙˛(..0& #.˙& ˝˛#˙C0˝@#/˚ˆ% &˝,*!((,=),+(, "ˆ=˙˙˝ #.=C02#˝˙˜˛/0"#"2#˝˙,&++/?˛˜ ˝#C0?, ":ˆ=˙˙˝ #.= ˝#=C02#˝˙˛E˝˛3 ""˙/ ˙(#& ˝˛#-˙˝ #.?""˙˙ ˛&#˛A?˛ ˝#C0 C0˜˛,&++/::4+(,!=(6++(,(,>4+(,,,/)+-+1(-.˝˛#''?<=."#& ., "ˆ4#202=."#& .=C02#˝˙˘""(˝%˙˘ˇ?:<E$9:˙˜ˇ'<?:˙˜C0 ?˛!" #?=.."#˙& .&˛A#˘, ˙%=˛˛2˘˘˛˝˚˙% &˝'1# "=C02#˝˙, "'"2 ˝F˛#"˝A""93%˝˛0#˝94##˙˛˝ "2 ˝F˛#% &˝$˛22. "#˜˜.#., "$:??'(& C0,%2 "#A"˛&=C02#˝˙=˛˛˜9+#˙0" ˝˛##˝" ˛A.B=ˆ'˛#˝#0˛0˙+#˙0" ˝˛#3 ""˙9˛A1 94 ˙˙7˛ ˆ/4)8=ˆ'?'˛#˝#0˛0˙+#˙0" ˝˛#/"˛@1 =ˆ?<˛#˝#0˛0˙+#˙0" ˝˛#" ˙ˆ˛#ˆ1 "˛˛˙9)#% ˝˙" ˙=ˆ˜˛:$˘"˛@, "$:?$/0"##A"˛&=C02#˝˙#˙˝ ˝˛#)ˆ˜ .˝˛E#˙˝ ˝˛#ˇ?'(& "#˙˝ ˝˛#ˇ?$'#˝ #.˙ˇ?>1""ˇ?$B"%˝˙)ˆ˜ .˝˛ˇ?<>1ˇ?$4.% #. "9".˝. "9 #!"02#/0"#4.% #. " #".˝. "˙˝2˙@"" -˙#/0" &&". "˙0.˛#˝ .˝˛?>˛@A9 #>6&˜˛2 #.˙&.˜ . ˝˛#˙#."0˛#˙%˝4?+˝˙% ""˙ ˙0.˛#˝ .˝˛˙˙˛#˙"˝˝˛ ˙#˝%˙˙˝2˝˛2˝ "" &&". "#.˛7 #˛˝%.˛8C02#˝˙?% &˝+=-4(G!=(,,+(,)=˛ C02#˝˙ ˙0&˛#˛..0& #.9.˛#˙˝0.˝˛#˝&9 #E˝˛@ ""˙& ˝˛#˙˝ #.˙?% &˝+,=+(=++>, "'?'+#˝˛3 "" #"##˙%=C0 2#˝˙(..0& #./(..0& #.&#B"+#˝˛E˝˙˝ @ ˙ # 2&˙ #E˝& ˙˙ @ ˙ˇ" ˙˙/˛˛˙ ##.˛˙0˜˛E˝ ..˙˙˙˝ @ # 2&˙ˇ" ˙˙=˛˛2˙ ##."˛˙˙& .ˇ" ˙˙/(..0& #.&#B"+#˝˛E˝˙˝ @ ˙ # 2&˙ #E˝& ˙˙ ˙ˇ" ˙˙˛˛˙ ##."˛˙0˜˛E˝ ..˙˙˙˝ @ # 2&˙ˇ" ˙˙=˛˛2˙ ##."˛˙˙˙& .ˇ" ˙˙% &˝;+=!=(,,+(-+,**,4.˝˛#;'0˝˛2 ˝.&#B"˙˝2˙˛˝C0&::4/0"#˛+˝˙0#˙˝˛˛˝%˝˛˜"˝A""% ˙#˛˝ ˛ &˝4##˙˛˝ 2#˙˝ ˝A=0"˙>!,='9!++=!=(,,+(*,4?,%˜˛9#˝0"#@""˙&#B"?% &˝4(1=, "$?<4 E202"˛˛ ""˛@ #.˙!(..0& #˝..˙˙˛˙˝˛ ˙92.% #. "C0&2#˝˛˛2˙ˇ'1˛˙˙+#˛˛6 .002 ˇ;9$:˙˜;9$:'ˇ'?9˛˛0#0&˝˛˜(..0& #˝˙/0˙#˙˙ ˙ˇ<1˛˙˙0˝˛2 ˝. 3 ˙%ˇ$9':˙˜<ˇ:?9˛0#0&˝˛ ?,˛"˝˙9(˜˜.9˚˛0#ˇ<;˙˜<ˇ'?;9 ˛0#0&˝˛!,˛˝ " ".0" ˝(..0& #˝˛ ':H:H$ˇ"˜% &˝:;!)4/+1*,4.˝˛#:;:??E˝0 ".0" ˝˛# ".0" ˝(..0& #˝˛ ':ˇ':2 " #':˜2 ", ":;:?˝˛ 3˝%0"#˛˜˜. " &&˛A "9˝%˙&˛I.˝˙ 0˙#˝%˘˝˛ ˘." ˙˙˜. ˝˛# ˙0&˛# "˙˙.˛#.#˝ ˝0˙?3 ˝"˛˙˝˙C0˜˛ .%4˚? .%&˛A? A ˝˛˙C0˜˛ .%4˚? .%&˛A?-#B#˛0#˝ #˙9C0?:&˛A?A.˙#B=C0?!˛A?˙#Agenda Page 42 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 ft0507091113151703060810121416180204011A3.31A3.33A3.33A3.32A3.32A3.3POS/Lounge110A: 151 sq ftOffice109A: 153 sq ftNSCALE: 3/32" = 1'-0"1First Story Plan - Overall08'16' 24'First Story Plan - OverallAgenda Page 43 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 ft06080204Office109A: 153 sq ftNSCALE: 1/4" = 1'-0"1First Story Plan - Enlarged Northeast0 2' 4'8'Enlarged Floor PlansNortheastAgenda Page 44 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 45 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 46 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 ConstructionGFE1A2.1-4'0"28'10'12'16'16'22'24'12'24'24'84'10'14'10'3'14'26'Total East Area = 1,770 sfWindows/Doors = 425 sf = 24.0%Precast Type A = 654 sf = 36.9%Precast Type B = 591 sf = 33.4%Metal Panel = 100 sf 5.7%GEF18'-4'0"12'10'Total East Area = 1,391 sfWindows/Doors = 426 sf = 31.1%Precast Type A = 215 sf = 15.5%Precast Type B = 416 sf = 29.9%Precast Type C = 270 sf = 19.4%Metal Panel = 64 sf = 4.1%2132A2.2-4'0"0"0"16'168' = (21) 8' PANELS8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8'-4'12'10'16'4'2' 2'Total East Area = 2,641 sfWindows/Doors = 1,014 sf = 38.4%Precast Type A = 283 sf = 10.7%Precast Type B = 1,152 sf = 43.6%Precast Type C = 0 sf = 0%Metal Panel = 192 sf = 7.3%2133A2.24A2.2-4'0"10'26'14'28'18'168' = (21) 8' PANELS8'8'13'4'4"3'-8"4"3'-8"4"3'-8"4"3'-8"4"3'-8"4"3'-8"11"1"11"1"11"1"11"1"11"1"3'8' 8'4'4"3'-8"4"3'-8"4"5'-8"4'4"2'-6"4"2'-6"4"11"1"11"1"11"1"11"1"11"1"3'Total East Area = 3,071 sfWindows/Doors = 480 sf = 15.6%Precast Type A = 368 sf = 12.0%Precast Type B = 0 sf = 0%Precast Type C = 2,063 sf = 67.2%Metal Panel = 160 sf = 5.2%SCALE: 1/8" = 1'-0"1East Exterior Elevations0 4' 8'16'SCALE: 1/8" = 1'-0"2West Exterior Elevation0 4' 8'16'SCALE: 1/8" = 1'-0"3South Exterior Elevation0 4' 8'16'SCALE: 1/8" = 1'-0"4North Exterior Elevation0 4' 8'16'SMOOTH (STEEL FORMED)PRECAST CONC WALL PANELW/ 4" HORZ RELIEFS ASSHOWN - PAINT2-SIDED BACKLIT BLADESIGN BY OWNER -PROVIDE WELD PLATESAN POWERBACKLIT SIGNAGE BY OWNERC12X20.7 STEEL CHANNEL W/STAND OFF ANCHOR PLATES12" FROM FACE OF PRECAST -PAINTPREFIN MTL FASCIAAND SOFFIT ATOVERHANGMAC ARCHITECTURALMETAL PANLESPAINT BACK SIDES OFPRECAST PANELSFULL GLASS, ALUM OVERHEADDOORS. MANUALLY OPERATED ATSOUTH SIDE.8" W X 6" D OPEN FACE MTLDOWNSPOUTTYP SURFACEMOUNTED DOWNFACING LED LIGHTExterior ElevationsAgenda Page 47 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'DCBA-4'0"4'10'12'15'16'1'3' 12'2'1' 1'4'4"4"8"4"3"ABCDSCALE: 1/4" = 1'-0"1First Story Plan - Enlarged Canopy Area0 2' 4'8'SCALE: 1/4" = 1'-0"4West Elevation - Canopy0 2' 4'8'SCALE: 1/4" = 1'-0"3Elevation - Canopy Side0 2' 4'8'SCALE: 1/4" = 1'-0"2East Elevation - Canopyeast 0 2' 4'8'TSS 8"X8" COLUMNSTSS 4"X4" TOP & BOT.CORDSTSS 4"X4" END VERTWEBSTSS 3"X3" WEBSPOURED IN PLACECONC. PIERPOURED IN PLACECONC. PIER W/SLOPE TOP ASSHOWNEnlarged Floor PlansCanopyAgenda Page 48 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"6'0"-4'6"2"4'-2"2"4'-6"3'10'3'16'3'1"2'-11"SCALE: 3/8" = 1'-0"1Trash Enclosure Plan02'4'6'SCALE: 3/8" = 1'-0"2Trash Enclosure - South Elev02'4'6'SCALE: 3/8" = 1'-0"3Trash Enclosure - West Elev02'4'6'SCALE: 3/8" = 1'-0"4Trash Enclosure - East Elev02'4'6'PREFIN MTAL COPINGSMOOTH STEEL PAN FORM PRECASTWALL PANEL. UNINSULATED. 8" THICK1" WIDE X 3/4" DEEP SCORES5/4" X 6" COMPOSITE DECKING FORGATE PICKETSGATE ASSEMBLY - TSS 4"X2"GALV.Trash EnclosureAgenda Page 49 T 1 SWO 6 KFG 5 KFG 2 ANH SIGNAGE EDGER EDGER EDGER WITH ROCK MULCH EDGER 24" WIDE ROCK MULCH MAINTENANCE STRIP SOD SOD SOD SOD 19 AWS 48" WIDE ROCK MULCH PLANTING STRIP PLANTING NOTES: PLANT SELECTIONS: SUBSTITUTIONS WILL BE CONSIDERED ONLY IF REQUESTED PRIOR TO BIDDING OF THE PROJECT. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF THE SPECIFIED MATERIALS AND INFORM THE LANDSCAPE ARCHITECT OF ANY CONCERNS PRIOR TO SUBMITTING A BID. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NURSERY STOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE THE ROOT FLARE. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE THE ROOT FLARE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORM CONSISTENT WITH THE SPECIES. THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF ANY DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. STORAGE OF PLANTS ON CONSTRUCTION SITE: PLANTS SHALL NOT BE STORED ON SITE FOR EXTENDED TIME PERIODS. IF PLANTINGS CANNOT BE PLACED IN THE GROUND, AND WELL WATERED THAT SAME DAY, THE PLANTINGS SHALL HAVE MOIST MULCH COVERING THE ROOTS AT ALL TIMES. PLANTING INSTRUCTIONS: ALL PLANTINGS SHALL BE INSTALLED PER THE PLANTING DETAILS AS SHOWN IN THESE CONSTRUCTION DOCUMENTS. PARTICULAR ATTENTION WILL BE PAID TO OVERSIZING THE PLANTING HOLE AND CREATION OF A WATERING WELL TO ALLOW SOAKING OF THE PLANTING BACKFILL FOR EACH PLANTING. EDGING AND MAINTENANCE STRIPS: BLACK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS AND MAINTENANCE STRIP AREAS. MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR AS INDICATED ON DRAWINGS. MULCHING: A 3" DEPTH OF RIVER ROCK MULCH SHALL BE CLEAN AND FREE OF ANY SIGNIFICANT DIRT, SOIL, OR ORGANIC MATTER THAT WILL PROMOTE WEED GROWTH. HIGH QUALITY GEOTEXTILE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12", SHALL BE PLACED UNDER ALL ROCK MULCH. ALL TREES SHALL HAVE A MULCH RING (MINIMUM 48" DIAMETER) OF 4" DEEP SHREDDED HARDWOOD MULCH WITH NONE IN DIRECT CONTACT WITH TREE TRUNK. STAKING: STAKING OF THE TREES IS OPTIONAL, BUT THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CORRECTING ANY TREES THAT FALL OUT OF PLUMB DURING THE WARRANTY PERIOD. REMOVAL OF TAGGING: ALL TAGGING AND PLANT LABELS SHALL BE REMOVED AFTER PLANTING. BALLED AND BURLAPPED PLANTINGS SHALL HAVE ANY ROPE REMOVED FROM THE TRUCK AND THE TOP OF THE WIRE CAGE REMOVED FROM THE BALL AFTER PLACEMENT IN THE PLANTING PIT. WARRANTY PERIOD: ALL PLANTING SHALL BE COVERED BY A ONE YEAR WARRANTY PERIOD TO COVER REPLACEMENT OF ANY PLANTINGS THAT HAVE DIED OR ARE SHOWING OBVIOUS SIGNS OF STRESS AT THE WARRANTY INSPECTION. REPLACEMENT OF ANY FAILED PLANTINGS INCLUDES RE-ESTABLISHING CLEAN MULCH AROUND ANY REMOVALS AND OFF-SITE DISPOSAL OF ANY MATERIALS. IRRIGATION: ALL PLANTING AREAS SHALL BE COVERED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WITH PROGRAMMABLE CONTROL STATION, RAIN SENSOR, AND SEPARATE ZONES FOR TURF AND PLANTINGS. SODDING ALL TURF AREAS SHALL BE BLUEGRASS SOD LAID PERPENDICULAR TO ANY SLOPES. STAGGER JOINTS AT LEAST 2' AND STAKE IF NEEDED TO KEEP FROM BEING DISPLACED BY HEAVY RAIN. SEEDING ALL AREAS SHOWN FOR SEEDING SHALL BE HYDROMULCHED AFTER SEEDING IS PLACED USING A DRILL SEEDER (BRILLION OR OTHER). APPLY SEED IN TWO DIRECTIONS TO ENDURE FULL COVERAGE. ANY SLOPES OVER 4:1 SHALL HAVE STRAW EROSION BLANKET STAPLED IN PLACE. PLANTING SCHEDULE: COMMON NAMEQTYSYM COMMENTSCONTSIZESCIENTIFIC NAME SWAMP WHITE OAKSWO 1 Quercus bicolor SINGLE STEMB&B DECIDUOUS TREES GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS BLEND PEAT SOD SPECIFICATION NOTES 1.5" DIAMETER GRANITE RIVER ROCK MULCH N/A 0 10' 20' 40' SCALE: 1" = 20'-0" NORTH Registration #: Signature: I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2026 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: DUE NORTH CAR WASH Albertville, Minnesota -- CITY SUBMITTAL | 05-28-2026 PK PK LANDSCAPE PLAN L1-1 Inside OA utside rchitecture Inc. 3" DEPTH UNDISTURBED NATIVE SOIL SAFETY FLAGGING IF STAKING IS USED TREE WRAP TO FIRST BRANCH SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTY IS AT THE CONTRACTOR'S DISCRETION. THE TREE AFTER PLANTING. STAKING IS SUGGESTED, BUT TREES SHALL BE PLUMB IN BOTH DIRECTIONS DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGE RATES PRIOR TO PLANTING AND NOTIFY CONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FOR STANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAIN SATURATE SOIL WITH WATER. DO NOT INSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACE AT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTER EDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING 2 L1-1 PLANTING DETAILS: GROUNDCOVER SCHEDULE: LANDSCAPE CALCULATIONS: PER THE CITY OF ALBERTVILLE LANDSCAPE ORDINANCE, REQUIRED LANDSCAPE QUANTITIES FOR THIS PROJECT ARE AS FOLLOWS: ·ONE OVERSTORY TREE - ONE PROVIDED ·SIXTEEN ORNAMENTAL TREES OR SHRUBS - TWENTY-ONE PROVIDED TREES WILL BE PLANTED AT THE MINIMUM SIZES AS SHOWN ON THE PLANT SCHEDULE. PROPOSED MINIMUM SIZES ARE: 1. 2.0" CAL. MINIMUM FOR DECIDUOUS TREES 2. 1.5" CAL. MINIMUM FOR ORNAMENTAL TREES 3. 3-4' MINIMUM HEIGHT FOR CONIFEROUS TREES 2.0" CAL TURF SEEDING MN/DOT TURF SEED MIX #:25-151 AT 200LBS/ACRE N/A OVERALL LANDSCAPE PLAN: DECIDUOUS SHRUBS POT19 ANTHONY WATERER SPIREA Spirea x bumalda 'Anthony Waterer'AWS 10' O.C. PERENNIALS AND GRASSES KARL FOERSTER GRASSKFG Calamagrostis x acutiflora 'Karl Foerster'POT1 GAL11 24" O.C. 24" SHRUBS PLACED SO THAT TOP MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. 1 L1-1 POT2 ANNABELLE HYDRANGEA Hydrange arborescens 'Annabelle'ANH 10' O.C.24" Agenda Page 50 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 51 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 52 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 53 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 54 Mayor and Council Request for Action June 15, 2026 SUBJECT: PLANNING – LABEAUX COMMERCIAL CENTRE PLAT, REZONING, PUD, AND SITE PLAN RECOMMENDATION: It is respectfully requested that the Mayor and Council consider the following for Java Companies at PID’s 101500013200 and 101500013201: • Preliminary and Final Plat • Preliminary and Final PUD • Rezoning to PUD • Site Plan Review for the Plat MOTION TO: Adopt Resolution No. 2026-20 approving the preliminary plat, final plat, and site plans for the plat entitled LABEAUX COMMERCIAL CENTRE ADDITION with conditions. MOTION TO: Adopt Ordinance No. 2026-08 amending the Albertville Zoning Map and Zoning Ordinance Chapter 5200 PUD- Planned Unit Development District, for LaBeaux Commercial Centre PUD Rezoning, Planned Unit Development, and Final Planned Unit Development for the Plat LABEAUX COMMERCIAL CENTRE ADDITION and Resolution No. 2026-21 allowing for summary publication for Ordinance No. 2026-08. BACKGROUND: At the August 4, 2025, regular City Council meeting, the Council provided informal feedback to the developer about this concept with commercial being west of LaCentre and residential located east of LaCentre. The Council was supportive of the concept. On April 6, 2026, the Developer presented a revision, in which the entire development could be commercial. The Council was supportive of the concept, noting a lack of support for mini-storage on the northern portion of the concept. The LaBeaux Commercial Centre PUD and LABEAUX COMMERICAL CENTRE ADDITION preliminary plat were reviewed by the Planning Commission on May 12, 2026, and June 9, 2026. The public hearing was held on May 12, 2026, in which several residents spoke against the concept of having commercial uses on Outlot A abutting their residential neighborhood to the east. The Developer noted at the hearing that he was open to removing the commercial zoning on the eastern portion of the site. The Planning Commission tabled their discussion so that the Developer could revise their plans. Revised plans were submitted to the City, and the Planning Commission held their follow-up discussion on June 9, 2026. The Planning Commission accepted brief comments from the public during the June meeting where concerns were expressed and support for the project was noted. Concerns noted the difference in uses between the B-2 and B-3 district and questioned the proposed uses. The Planning Commission noted they felt that the applicant had responded to the concerns noted during the May meeting. The Commission voted to recommend approval of the requests, with amendments to the conditions presented by staff, with a vote of 4-0. Agenda Page 55 Mayor and Council Request for Action – June 15, 2026 Planning – LaBeaux Commercial Centre Page 2 of 3 KEY ISSUES: • The plat will subdivide an approximately 27.64 acres into five lots and one outlot. • The parcels to the east of La Center will be zoned R-1 • The parcels and lots platted to the west of La Center are proposed to be rezoned from B- 2A (Limited Business) to Planned Unit Development (PUD) B-3 (Highway Commercial) • The commercial PUD uses are those of B-3 • The five platted lots will each need a separate CUP and Site Plan • Flexibility within the PUD is requested for: o Curb Setbacks to allow a shared driveway between Lots 1 and 2, Block 1 (the future donut shop and oil change facility) o The front yard shall be considered LaBeaux (for setbacks) o Minimum lot size and lot width for Lot 2, Block 1 may be less than the ordinance requirement for an Automobile Repair Minor land use o Landscape species flexibility • One shared pylon sign serving the entire PUD or individual monument signs up to 12’ tall are permitted on each lot. • Outlot A will contain the pond and screening buffer • Outlot A is likely to be replatted in the future to be developed • A condition is added that the conditions detailed in the City Engineer’s Memorandum dated May 6, 2026, as it may be updated, are addressed prior to grading permit issuance, including but not limited to: o Wetland Permit needed for filling to extend La Centre to the parcel to the south o Stormwater plan needs to be updated o Traffic Study needs to be revised and amended • A development agreement is required for the final plat and site improvements POLICY/PRACTICES CONSIDERATIONS: Approval of the final plat, rezoning, and PUD is consistent with the City’s long range land use plan, subdivision ordinance, and zoning ordinance. FINANCIAL CONSIDERATIONS: The plat will further promote commercial development, create local job opportunities, and increase the City's tax base. Park dedication is required with the final plat. The Subdivision Ordinance requires 10% of a commercial subdivision or development for land dedication. A cash contribution in lieu of land dedication may be required and is recommended for the LABEAUX COMMERCIAL CENTRE ADDITION plat. The City’s Fee Schedule establishes that park dedication at a rate of $9,020.00 per acre subdivided is required. Typically, park dedication is only required for lots within a subdivision, and not outlots. A total of $121,228.80 is required to meet the park dedication requirements. ACRES DEDICATION REQUIRED BLOCK 1 1.72 $15,514.40 BLOCK 2 4.87 $43,927.40 BLOCK 3 1.05 $9,471.00 ROW 5.80 $52,316.00 TOTAL 13.44 $121,228.80 Agenda Page 56 Mayor and Council Request for Action – June 15, 2026 Planning – LaBeaux Commercial Centre Page 3 of 3 LEGAL CONSIDERATIONS: The City Attorney has reviewed the application. A Development Agreement is required as part of the final plat along with all required easements. The City Attorney will prepare a Development Agreement to be considered as a separate item. Responsible Person: Jenni Faulkner, Bolton & Menk T.J. Hofer, Bolton & Menk Submitted Through: Adam Nafstad, City Administrator-PWD Attachments: • Resolution No. 2026-20 Resolution Approving Preliminary Plat, Final Plat, and Site Plan for LaBeaux Commercial Centre Addition • Ordinance No. 2026-08 Amending the Albertville Zoning Map and Zoning Ordinance Chapter 5200 PUD- Planned Unit Development District, for La Beaux Commercial Centre PUD Rezoning, Planned Unit Development, and Final Planned Unit Development for the Plat LABEAUX COMMERCIAL CENTRE ADDITION • Resolution No. 2026-21 Providing for the Summary Publication • Review Memorandum from City Engineer • PC Memo with Attachments Agenda Page 57 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-20 RESOLUTION APPROVING A PRELIMINARY PLAT, FINAL PLAT, AND SITE PLANS FOR THE PLAT ENTITLED LABEAUX COMMERCIAL CENTRE ADDITION, WRIGHT COUNTY, MINNESOTA WHEREAS, Mark Krogh, Java Companies, the applicant and owner, has made an application to replat the property described below into two six lots and an outlot; 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. (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 partially 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 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, Agenda Page 58 City of Albertville Resolution No. 2026-20 Meeting of June 15, 2026 Page 2 WHEREAS, the applicant submitted revised plans for consideration which preserve the R-1 zoning adjacent to existing R-1 zoned neighborhood to the east; and, WHEREAS, the Planning Commission continued their discussion at their June 9, 2026, regular meeting; and, WHEREAS, the Planning Commission recommended approval of the Preliminary Plat and Site Plan for LaBeaux Commercial Centre to the City Council; and, WHEREAS, the City Council finds that the proposed Preliminary Plat and Site Plan for LaBeaux Commercial Centre meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance, except where revisions are required by the conditions of this approval; 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. Prior to a grading permit being issued for the development or any lot within the subdivision: a. A revised landscaping and screening plan shall be submitted that meets the screening requirements established in the zoning ordinance. b. The issues detailed in the City Engineer’s Memorandum shall be addressed, including, but not limited to: i. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. ii. The utility plan shall be subject to the review and approval of the City Engineer. iii. 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. c. Prior to filling in any wetlands, the necessary wetland permits shall be obtained. 4. 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 59 City of Albertville Resolution No. 2026-20 Meeting of June 15, 2026 Page 3 Adopted by the City Council of the City of Albertville this 15th day of June 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 60 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026-08 ORDINANCE AMENDING THE ALBERTVILLE ZONING MAP AND ZONING ORDINANCE CHAPTER 5200, PUD-PLANNED UNIT DEVELOPMENT DISTRICT, FOR LABEAUX COMMERCIAL CENTRE PLANNED UNIT DEVELOPMENT 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. B. Lot Requirements and Setbacks: Setbacks Front Side (Interior) Side (Corner) Rear Lot Area Lot Width - - - - - - - Agenda Page 61 City of Albertville Ordinance No. 2026-08 Meeting of June 15, 2026 Page 2 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 with a maximum height of 12 ft. 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 and publication. Adopted by the City Council of the City of Albertville this 15th day of June 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 62 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-21 A RESOLUTION OF THE CITY OF ALBERTVILLE, WRIGHT COUNTY, MINNESOTA, PROVIDING FOR THE SUMMARY PUBLICATION OF ORDINANCE NO. 2026-08, AN ORDINANCE AMENDING THE ALBERTVILLE ZONING MAP AND ZONING ORDINANCE CHAPTER 5200, PUD-PLANNED UNIT DEVELOPMENT DISTRICT, FOR LABEAUX COMMERCIAL CENTRE PLANNED UNIT DEVELOPMENT REZONING, PRELIMINARY PLANNED UNIT DEVELOPMENT, AND FINAL PLANNED UNIT DEVELOPMENT FOR THE PLAT ENTITLED LABEAUX COMMERCIAL CENTRE ADDITION WITHIN THE CITY OF ALBERTVILLE WHEREAS, On June 15, 2026, at a meeting of the Albertville City Council, by majority vote, the City Council adopted Ordinance No. 2026-08 which amends the Albertville Zoning Map and Zoning Ordinance, regarding LaBeaux Commercial Centre PUD; and WHEREAS, State law requires that all ordinances adopted be published prior to becoming effective; and WHEREAS, the City Council for the City of Albertville has determined that publication of the title and a summary of Ordinance No. 2026-08 would clearly inform the public of the intent and effect of the Ordinance; and WHEREAS, the City Council for the City of Albertville has reviewed the summary of Ordinance No. 2026-08 attached and incorporated herein as Exhibit A; and WHEREAS, the City Council for the City of Albertville has determined that the text of the summary clearly informs the public of the intent and effect of Ordinance No. 2026-08. NOW THEREFORE BE IT RESOLVED, the City Council for the City of Albertville hereby: 1. Approves the text of the summary of Ordinance No. 2026-08 attached as Exhibit A. 2. Directs the City Clerk to post a copy of the entire text of Ordinance No. 2026-08 in all public locations designated by the City Council. 3. Directs the City Clerk to publish the summary in the City’s legal newspaper within ten days. 4. Directs the City Clerk to file the executed Ordinance upon the books and records of the City along with proof of publication. Adopted by the City Council of the City of Albertville this 15th day of June, 2026. _____________________________ Jillian Hendrickson, Mayor ATTEST: ___________________________ Kristine A. Luedke, City Clerk Agenda Page 63 City of Albertville Resolution No. 2026-21 Meeting of June 15, 2026 Page 2 Exhibit A Ordinance Summary CITY OF ALBERTVILLE COUNTY OF WRIGHT SATE OF MINNESOTA SUMMARY PUBLICATION OF ORDINANCE NO. 2026-08 AN ORDINANCE AMENDING THE ALBERTVILLE ZONING MAP CHAPTER 5200 PUD PLANNED UNIT DEVELOPMENT DISTRICT OF THE ALBERTVILLE ZONING ORDINANCE On June 15, 2026, at a meeting of the Albertville City Council, by majority vote, the City Council adopted Ordinance No. 2026-08 which amends the Zoning Map and Chapter 5200 PUD Planned Unit Development District of the Albertville Zoning Ordinance regarding LaBeaux Commercial Centre PUD by: • Rezoning property from B-2 to B-3 • Rezoning property from B-2/R-1 to R-1 • Establishing the LaBeaux Commercial Centre PUD allowing for flexibility from curb barrier setbacks, minimum dimensional standards for an automobile repair use, establishing the front lot line, flexibility for landscape species, and establishing sign standards for the PUD. A printed copy of the Ordinance is available for inspection by any person during regular office hours at City Hall or by standard or electronic mail. ATTEST: Kristine A. Luedke Albertville City Clerk Agenda Page 64 H:\ALBT\25X137505000\5_Permits\020_Java Albertville 2.0 PP, DPUD, ZMA\Comments\2026-05-11 Java Properties Phase 2 Plan Review #1.docx MEMORANDUM Date: May 6, 2026 To: Adam Nafstad, P.E. From: Lanol Leichty, P.E. Subject: Java Properties Phase 2 Plan Review Albertville, MN Project No.: 26X.142684.000 This memo summarizes the review of the civil plans and the stormwater management report submitted for the Java Properties Phase 2.0 project by Design Tree, plans with a date of April 7, 2026. The applicant should respond in writing as to how each comment will be addressed. Civil Plans 1) Provide a cover sheet with a sheet index, location map, etc. 2) Show the wetland boundaries on sheet C101 and the grading plans. 3) Identify the elevation of the pond EOF on sheet C301. 4) Provide the % slope to the drainage arrows on the grading plans in the paved areas. 5) All storm sewer pipe beneath roadways or pavement within city right-of-way shall be RCP. 6) Rolled erosion fabric is not required below the normal water level of the pond. 7) Provide a minimum depth in the pond of 4-feet. 8) Type III barricades should be installed on the south end of Street A. 9) Add vertical curves at all VPI’s. 10) Provide profiles for Streets B and C. 11) Install commercial driveways per city detail 7-102. Include city detail 7-102 on the plans. 12) Streets should be constructed per the commercial/Industrial road classification identified on city detail 1-300. Street widths can be 44’ B-B to match the existing road. Revise typical sections on the plans. 13) Full Cul-de-sacs should be constructed on 53rd Street and 54 ½ Street. 14) A geotechnical report shall be submitted with recommendations for construction. 15) City details shall govern. All relevant city details shall be included in the plans. Agenda Page 65 H:\ALBT\25X137505000\5_Permits\020_Java Albertville 2.0 PP, DPUD, ZMA\Comments\2026-05-11 Java Properties Phase 2 Plan Review #1.docx Sanitary Sewer 1) Sanitary sewer main shall be PVC SDR 35. 2) Sanitary service pipe shall be PVC SDR 26. 3) 8”x8” wyes will not be permitted. Manholes shall be installed. 4) Sewer from 53rd Street shall be extended to Street A and then south to the south property line. The pond should be revised so the proposed sewer is not below the pond. Water System 1) Watermain shall be PVC C900 DR 18. 2) A temporary hydrant should be added at the south property line. 3) Hydrant should be moved to the lot line between lots C and D. 4) Hydrant should be added between lots D and E. 5) Revised hydrant detail 6-000 shall be included in the plans. 6) Stainless steel bolts shall be used on all watermain fittings. Stormwater Comments 1) Revise the existing site conditions based upon the attached existing drainage boundary map. Model the low areas as ponds with culvert or berm overflows, in order to account for the existing on-site storage. Include any offsite areas that drain onto the site in the existing and proposed boundaries. 2) Note: The HWL of the wetland along the southern boundary of this site is 954.5. Fill below this elevation should be offset by compensatory storage. Traffic Study Comments 1) Page 1 states that the AM and PM peak hours are 715-815 AM and 415-515 PM however the note on Figure 2 lists different peak hours. 2) Looks like TMC data was collected at Labeaux Ave at the Kingston Way per Figure 2 but the intersection isn’t listed on page 1 3) Centre vs Center spelling – check report for inconsistencies 4) Figure 2 (and all other TMC figures) incorrectly have Labeaux/ 57th labeled as 53rd St in the boxed title above the TMC bubbles 5) Page 5 – there are two references to the City of Rochester’s Engineering Standards – please update 6) Page 7 – please provide more information on why the pass by reduction curtailment is applicable in text here vs just the table footnote. Was this approved by staff? Seems like a significant reduction. Is there guidance this is based on? 7) Page 9 (Table 6) For Lot 6 (Tractor Supply Store) I see how the ITE trip generation manual only has an estimate for the PM peak hour, however, trips should still be estimated for the AM and overall day. I can also see that 35 daily trips were subtracted based on the multi-use reduction, however there were no daily trips estimated making the land use gross trip total negative 35. Agenda Page 66 H:\ALBT\25X137505000\5_Permits\020_Java Albertville 2.0 PP, DPUD, ZMA\Comments\2026-05-11 Java Properties Phase 2 Plan Review #1.docx 8) Figure 5 – the added trips are not adding up correctly. For example, in the AM peak if there are 53 added SBL’s at Labeaux/57th then there should be 53 EBR’s at 57th/La Centre but the figure shows 66. There are a few others that don’t add up as well. Please review and adjust the volumes. Also, should the volumes shown add up to the “project net new trips” totals from table 6? They don’t seem to be. 9) Page 10 – For the Labeaux South Development the text states that multi-use reductions were not applicable, however, they were applied in table 7. 10) Table 7 – please re-check the multi-use reduction percentages applied. When I plug the trips into the spreadsheet tool referenced on page 46 of the ITE Trip Generation Handbook I am getting different percentages than shown in table 7. The only one that matches is 0/20 for the AM residential multi-use reduction. 11) Figure 7 – some of the volumes are also not making sense looking at this figure. For example, at Labeaux Ave/53rd there should be a heavier WBR movement than the 8 (7) vehicles shown. Also, some of the volumes are not adding up correctly here either. It seems like the WBL at 57th and La Centre should be a WBT and then those vehicles should be turning left instead at Labeaux/53rd 12) Page 16 – 53rd St Extension – was the traffic modeling completed assuming the extension is built? Or was this just a check to see the amount of volume that could be expected to reroute with the extension? Please clarify. 13) Figure 9 – Looking at figures 8 and 5 (and realizing the pass by trips need to be accounted for as well) I am questioning some of the volumes. A few the jump out to me include: a) The westbound left at Labeaux Ave/53rd St. This movement doesn’t exist today and figure 5 shows 89 trips added (AM), however, figure 9 shows 192 trips total which would mean 103 are southbound pass by trips? That seems too high if there are only 128 pass by trips total in the AM peak. b) The eastbound right at 57th/La Centre also isn’t making sense looking back figures 8 and 5. c) There are also several movements where the volume shown in Figure 9 is lower than the volumes summed from figures 8 and 5. 14) Figure 10 - Looking at figures 9 and 7 (and realizing the pass by trips need to be accounted for as well) I am also questioning some of the volumes here. A few that jump out to me: a) The southbound left at Labeaux/57th shows no added trips with the south development but this movement is increased by 64 trips during the AM peak hour according to Figure 10. b) The westbound left at Labeaux Ave/53rd St shows a 200 vehicle increase during the AM peak with the south development added where figure 7 shows an 84 vehicle increase. I know some of the increase is pass by trips but this seems too large of an increase. 15) It could also be helpful to create figures showing how the pass by trips were distributed in each scenario or at a minimum please describe how these were accounted for/what count adjustments were made. 16) Page 20 – Please mention that the average 700 ft queue would extend well beyond the intersection La Centre Ave and 53rd Street internal intersection and that the 95th percentile queues range from 1325-1800 during the peak hours which would cause significant issues to the internal site circulation. Agenda Page 67 H:\ALBT\25X137505000\5_Permits\020_Java Albertville 2.0 PP, DPUD, ZMA\Comments\2026-05-11 Java Properties Phase 2 Plan Review #1.docx 17) Page 23 – Site Plan Review: Please provide a recommendation for traffic control at the internal roadway intersections 18) Page 25 – Recommendations: with the westbound left, shared left-thru and right turn lane recommended when the south development is constructed, please clarify signal phasing recommendations and potential safety implications with the shared left-thru lane. 19) Appendix B – Looking at the detailed operations it doesn’t look like the turn lanes were correctly modeled at the following locations or the storage lengths are just missing from the tables: a) 57th St at Labeaux Ave: There’s an existing eastbound and westbound left turn lane but no storage distance is listed for either. b) 57th St at La Centre Ave: There’s an existing eastbound right turn lane but no storage distance is listed. 20) 53rd St at Labeaux Ave (Build only): The concept drawing shows westbound left and right turn lanes but looks like only the westbound right turn lane was included. 21) Appendix B – it would be helpful to highlight 95th queues that are longer than the storage length/distance between intersections and there should be discussion added within the report for locations where queues are anticipated to extend beyond the storage length and even into adjacent intersections. For example, it looks like the WBL queue at Labeaux/57th extends into the 57th/La Centre intersection during the 2028 no build PM peak. It would be good to call that out and any impact to the 57th/La Centre intersection operations. 22) Appendix B – only the 95th percentile queue is shown, however, throughout the report average queues are mentioned. Please show average queues in the tables in addition to 95th percentile queues. General Comments 1) Provide storm sewer design calculations. 2) A signage and striping plan should be submitted. Double yellow centerline striping should be included on Street A. All striping in public ROW shall be multi component. 3) Turn lane plans should be submitted. 4) Intersection details should be included in the plans. 5) A Stormwater Management Agreement will be required for this development for future maintenance of the stormwater pond. The City will provide a copy of this agreement, which will need to be recorded with the County. 6) A permit from Wright County will be required for work within county right-of-way. Agenda Page 68 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 69 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 70 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 71 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 72 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 73 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 74 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 75 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 76 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 77 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 78 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 79 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 80 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 81 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 82 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 83 The project is designed with a frontage road to mitigateto midigate issue with the items listed above. Agenda Page 84 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=4 0°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 =18 °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 85 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 86 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 =39 0.0 0 Δ =4 0 °1 8 '2 7 "L =2 7 4 .3 6 R =3 9 0 .0 0 Δ =13 °2 3 '5 1" L =9 1.19 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 9 S89°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 1.18 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 87 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 88 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 89 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 90 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 10.3910.3910.3910.3910.39 11.00 22.675.0038.6487.33 15.00 10.00 35.0015.0015.0035.0020.00 R1 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 R4 . 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 91 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 THANKYOU DRIVETHRU 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 11R150.00R30.00R3 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 R15.00R15 . 0 0 R1 5 . 0 0 R3.00119.00 52.00R5.00 R5 . 0 0R18.00R 3 0 . 0 0 R371.13 R5.00 R1 2 . 0 0R3.00R5.00R5 . 0 0 R 5 . 0 0R5.00R5.00R5.00R 1 2 . 0 0 R12.00R3 . 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° R1 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. 0 0 Agenda Page 92 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 93 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>ll>>>>>>>>>>>>>| | | | | | | | | | | | | |||| >>>>> >>>>||||||||||||||||||||||||||||LOT 2 PROPOSED BUILDING FF:963.50 >> LOT 1 PROPOSED BUILDING FF:964.80 POND ||DRIVETHRUTHANKYOU DRIVETHRU 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 94 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX-1.35%-5.06%-2.61% 962.16 LOT 3 PROPOSED BUILDING FF: 963.90 ==========================================================PROPOSED LOT 1 CARWASH NOPARKINGLOADINGZONE 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 TWO BLOCK 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 956957958 959 960 960 961 962 952953954955956957958959960961962 961961 959960961962963 963964961 962 963 964 964953954955956957958959960961962957958959960961962963 961961962 9 6 2 9 6 1 962 963964 952953 954964961 958959960963 96396196296296396 4 962964 963 9629639649629639639639629 6 2 962963962 96 39579 5 7 95 7 964 963 964964 964 963 962 962 962 958 959 960 961 962963964962963 963 963 963963 9 6 2 961961 955 959 959955 960 9649 6 3 963964964 964 963963 96 3 952953954955956957958959960961962962963 962 961 9649649639629 6 2962 963 962 962 961 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%-4.48 % -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 95 -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 % -4.48 % 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 96 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 97 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 98 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 99 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 100 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 101 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 102