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2026-05-12 Planning Commission Agenda Packet - revisedPLANNING COMMISSION MEETING Tuesday, May 12, 2026 City Council Chambers 7 pm Pages 1.CALL TO ORDER – ROLL CALL – ADOPT PLANNING COMMISSION AGENDA 2.MINUTES a.Approve April 14, 2026, Planning Commission Meeting Minutes 2-4 3.PUBLIC HEARING a.Public Hearing related to Interim Use Permit at 11011 61st Street NE for PID 101-078- 001010 5-18 b.Public Hearing for Preliminary Plat, Development Planned Until Development, and Rezoning for PID 101-500-013200 and 101-500-013201 19-54 4.OTHER BUSINESS a.None 5.ADJOURNMENT Planning Commission Meeting Minutes Regular Meeting on April 14, 2026 1 ALBERTVILLE PLANNING COMMISSION TUESDAY, APRIL 14, 2026 DRAFT MINUTES ALBERTVILLE CITY HALL 7:00 PM 1. CALL TO ORDER – ROLL CALL – ADOPT AGENDA Chair Buhrmann called the meeting to order at 7 pm. Kris Luedke conducted roll call. Present: Chair Buhrmann and Commissioners Smith, Zopfi and Council Liaison Zagorski. Absent: Commissioners Anderson and Huggins. Others Present: City Planner Madison Richard, City Clerk Kris Luedke, Peter Lacey (ATS&R), Melissa Lehr (St. Alberts Church), Roy Spoden (ATS&R), and David Plude (St. Alberts Church). Motioned by Buhrmann, seconded by Zopfi to approve the agenda as submitted. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. 2. MINUTES Motioned by Smith, seconded by Zopfi to approve the March 10, 2026, Planning Commission meeting minutes as presented. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. 3. OTHER BUSINESS a. Site Plan Review for St. Albert’s Church at 11400 57th Street NE (PID 101500012127) Planning Consultant Richard presented the site plan review for St. Albert’s Church, outlining a proposed building expansion along with reconfiguration of the parking lot. She summarized the key project details, including the scope of the expansion and related site changes, and reviewed two alternative parking layout options proposed by the Church. Richard also provided an overview of the proposed building materials and the landscaping plan for the site. Agenda Page 2 Planning Commission Meeting Minutes Regular Meeting on April 14, 2026 2 Motioned by Buhrmann, seconded by Zopfi to open the Public Hearing. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. Roy Spoden of ATS&R, the landscape architect, addressed the Commission regarding the required shrub plants, noting difficulty in finding the specific plant size at the local nurseries and outlined the sizes currently available. He also responded to questions from the Commissioners. The Planning Commissioners discussed possible landscape options. Pete Lacey of ATS&R commented on the proposed building materials, noting challenges in finding the exact building materials products but identified similar options and described the comparable alternative. He also responded to questions from the Commissioners regarding the materials and discussed the two parking lot layout options. Motioned by Buhrmann, seconded by Zopfi to close the Public Hearing. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. Planning Consultant Richard led the discussion on the building material and landscaping, referencing the applicable City Code requirements and noted that the Commissioners could recommend amending the standards, with a condition that the landscaping shrubs comply with the City Code as amended. The Planning Commissioners discussed the Church’s site plan, the landscaping scrub requirements, the building materials and recommended approval of the site plan with the conditions outlined in the staff report and the Planning Consultant’s amendment. Motioned by Zopfi, seconded by Smith to recommend approval of the site plan for St. Albert’s Church with the conditions listed in the April 14, 2026, Planners Report as amended. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. 4. PUBLIC HEARING a. Public Hearing for Ordinance Amendments relating to Housekeeping Updates and Amendments Planning Consultant Richard presented the background information on the proposed amendment changes, noting that much of the existing language had not been updated for several decades and that the revisions were intended to modernize the Zoning Ordinance. She explained that the amendments include updated definitions for some certain specific uses, provided examples of the proposed wording changes and presented the updated Zoning Map for review. Agenda Page 3 Planning Commission Meeting Minutes Regular Meeting on April 14, 2026 3 Motioned by Smith, seconded by Buhrmann to open the Public Hearing. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. No one wished to speak. Motioned by Smith, seconded by Buhrmann to close the Public Hearing. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. Planning Consultant Richard responded to questions from the Commissioners regarding the proposed Zoning ordinance amendments. Motioned by Smith, seconded by Zopfi to recommend approval of the ordinance amendment to Chapters 200.2, 1000, 3000.3, 4300, 4350, 4400, 4500, 4501, 4600, and 5200 of the Zoning Ordinance, relating to the changes and housekeeping item included in the April 14, 2026, Planning Report. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. 5. ADJOURNMENT Motioned by Smith, seconded by Zopfi to adjourn the meeting at 7:38 pm. Ayes: Buhrmann, Smith and Zopfi. Nays: None. Absent: Anderson and Huggins. MOTION DECLARED CARRIED. Respectfully submitted, ____________________________ Kris Luedke, City Clerk Agenda Page 4 Agenda Page 5 Planning Commission Request for Recommendation – May 12, 2026 Planning – Majid Quba IUP Page 2 of 6 REVIEW Interim Use Permit An IUP is similar to a conditional use permit, except there are additional conditions that can be applied to an IUP that allow the city to establish a date or event that will terminate the permit. Section 400.9 of the Zoning Ordinance states: A. All interim use permits shall be approved with predetermined termination dates no less than one year after the date of adoption. B. All interim use permits shall terminate on the occurrence of any of the following events whichever occurs first: 1. The termination date established by the City Council and stated in the interim use permit. 2. A violation of the conditions under which the interim use permit was issued. 3. A change in this ordinance that causes the use to become nonconforming. 4. The use has been discontinued for twelve (12) or more months. C. Upon expiration of an interim use permit, the applicant may reapply for a renewal of the interim use permit. Prior granting of an interim use permit does give an applicant an vested right to renewal. Under Minnesota State Statute, termination can also be based on an event, such as a change in ownership. The Zoning Ordinance states that an issued IUP must be valid for at least one year, but it can be issued for longer. The Planning Commission should discuss the preferred term for the permit. Upon expiration of an interim use permit, the applicant may reapply for a renewal of the interim use permit. Because this is a new land use to the city, staff is recommending a one-year term for the IUP. Proposed Use The proposed community center with accessory prayer services will occupy an existing suite within the structure at 11011 61st Street SE. The use will include a front lobby, an office, two studios, and two restrooms. The applicant has provided a narrative as well as a supplementary email that summarizes their current operations at their facility in St. Michael, MN, and expected operations which include: • Hours of operation between 10 am and 4 pm, Monday to Friday, which occasional operation on weekends. The applicant noted that operations outside of this time frame typically require approval from executive members within the community center. • Current peak times are on Fridays between noon and 2 pm and expected to remain consistent • Current max occupancy with the use of 35 people, with an average between 15 to 20 people. Expected growth to be approximately 75 people maximum. • No anticipated daily schedule with exceptions for scheduled events such as tutoring sessions, employment seeking assistance, training, immigrant education, etc., occurring twice a month with an anticipated attendance between 2 and 10 people. • The applicant estimates a current maximum parking need of 10 parking spaces and believes the average use is lower. The applicant expects this need to rise to a maximum Agenda Page 6 Agenda Page 7 Agenda Page 8 Agenda Page 9 Planning Commission Request for Recommendation – May 12, 2026 Planning – Majid Quba IUP Page 6 of 6 screening from the adjacent residential uses. A condition has been added that the fence be repaired prior to Certificate of Occupancy. Signs No details were provided regarding the signage; however, staff anticipate a change in signage as the use changes. Any future sign shall meet the standards established within the Albertville City Code and require a sign permit. Compliance with Comprehensive Plan Small Town Atmosphere Goal 1 in the Albertville Vision/Comprehensive Plan is to maintain and protect Albertville’s small town identity by promoting civic organizations and community events. The proposed use creates a community center use which fosters civic education and engagement in the Albertville Plaza PUD, with an interim use permit. RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the Planning Commission consider the following: MOTION TO: Recommend approval of the interim use permit for 11011 61st Street NE within the Albertville Plaza 1st Addition Planned Unit Development, to allow for a community center with accessory prayer services, with the findings and conditions described within the staff report. 1. The interim use permit shall apply only to the applicant and the tenant space detailed in the application, and not to the site as a whole. 2. The interim use permit shall terminate one year after the date of approval. The applicant shall reapply for the IUP within 60 days of the expiration of this permit, which shall be June __ 2027. 3. A Certificate of Occupancy for compliance with the building code is required. Prior to a Certificate of Occupancy being issued for the use, the PUD Agreement allowing community centers as a use shall be executed and the fence along the westerly property line shall be repaired. 4. All activities related to the community center use are to occur within the building. 5. No exterior noise or exterior activities are allowed. 6. The areas used for accessory prayer shall be limited to 80 attendants. 7. All signage must meet the size and location requirements of Title 10. 8. Hours of operation shall be limited to allow no more than 10 people in the use between the hours of 11 p.m. and 6 a.m. 9. The use must meet all other B-3 District performance standards listed in Chapter 4400 of this chapter. 10. The applicant shall pay all fees related to the application and enforcement of the IUP. 11. The applicant shall comply with all applicable local, state, and federal permits and requirements for the new development on the parcel. Attachments: A. Draft Resolution B. Zoning Map (link only) C. Application D. Site Plan and Building Plan Agenda Page 10 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-XX RESOLUTION APPROVING INTERIM USE PERMIT FOR 101-078-001010 LOCATED AT 11011 61ST STREET NORTHEAST TO ALLOW A COMMUNITY CENTER WITH ACCESSORY PRAYER SERVICES WHEREAS, Mohamed Jalloh (the "applicant"), on behalf of Kirby Dorothy (the "owner"), made an application for an Interim Use Pe1mit (IUP) to allow for a community center with accesso1y prayer services located at 11011 61 st Street No1theast and the prope1ty legally described as follows: Lot 1, Block 1, Albertville Marketplace Wright County, Minnesota; and, WHEREAS, the City of Albe1tville Planning Commission conducted a public hearing on May 12, 2026, to consider the IUP; and WHEREAS, notice of the public hearing on said IUP was duly published and mailed in accordance with the applicable Albe1tville Ordinances; and WHEREAS, the Planning Commission heard all persons interested in the IUP at the public hearing, and the Commission recommended approval of the ITJP to allow a community center with accesso1y prayer services to the City Council; and WHEREAS, the City Council finds that the proposed ITJP meets the requirements of the Albe1tville Zoning Ordinance and Subdivision Ordinance. NOW, THEREFORE, BE IT RESOLVED BY IBE CITY COUNCIL OF THE CITY OF ABLERTVILLE, WRIGHT COUNTY, MINNESOTA, that the City Council of Albe1tville, Wright County, Minnesota, hereby approves the interim use pe1mit a community center with accesso1y prayer se1vices located at 11011 61 st Street N 01theast, based on the following findings: 1.The proposed use is consistent with the official city comprehensive plan and the goals for commercial land. 2.The proposed use is and will be compatible with other uses in the Albe1tville Plaza 1st Addition and 2nd Addition PUD and the B-3 zoning districts. Small Town Atmosphere Goal 1 in the Albe1tville Vision/Comprehensive Plan is to maintain and protect Albe1tville's small town identity by promoting civic organizations and community events. 3.The use is limited to 2,700 sq. ft. of the building and is occupying a 2,620 sq. ft. suite within the structure. The proposed use has not use specific perfonnance standards. The proposed use and site appear to mee the requirements established in the Zoning Ordinance. Agenda Page 11 Agenda Page 12 Agenda Page 13 Agenda Page 14 Agenda Page 15 Agenda Page 16 Agenda Page 17 2 on different schedules in the community. This is taking into account about 4 people per vehicle on an average as we also had talked about carpooling if we exceed the provided space of x20 parking spaces. The landlord also mentioned about allowing us to utilize more space at the back that is usually not filled. However, we collectively decided to plan for what is documented officially on the lease for the 20-space provided so this way, we are covered all the time and in compliance to the lease terms and the cities IUP guidelines.  Your narrative for the IUP indicates hours of operation between 10 am and 4 pm, Monday to Friday with occasion weekends as scheduled. o Does the 10 am to 4 pm reflect the hours on the potential weekends? The 10am- 4pm operating hrs. came about when we think we should have volunteers available to help kids with homework or assignments which should not be more than x5 APs at a given time as we ONLY currently have x5 volunteers to help with job application help, assignments, civic help, help with immigration applications etc.… o Would hours of operations be earlier or later for any specific events or occasions? Yes, we may have impromptu meetings, gatherings etc. but we do not anticipate any high volume of traffic beyond our rational numbers stated. For example, few people might decide to go there outside of 10am-4pm, can certainly use the building but there is going to be a control over that as there MUST be at least 5 community members in order to open the doors and a MAX of 35 people in order to do that with at least approval from TWO executive members. The last but not least, anytime we plan large gatherings, the best place to look is our record of rentals with the city of Albertville at their larger space at the City of Albertville for when we expect large crowds for child baptism, wedding parties, etc. When we do these large gatherings, we would typically and will continue to rent the city hall at Albertville which has larger space to sustain space and parking needs. o Overall, I want to also point out that, with everyone busy schedule at our primary work, we usually don’t meet with enough people beyond 10 - <20 parking space so we will have no issue to maintain crowd control to be in compliance to both our lease terms and also city IUPs guidelines/limitations. Note that, our estimations is based off from at our PEAK time where we expect maximum community memebers gathering on a given time. This specific time is once a week on Fridays between the hrs of noon-1:30pm. The specific time may change based on day light saving time. Thus, it wil be fluctuating between the hrs of noon-1:30pm and OR, at 1pm- 2:30pm. We are looking forward to dsicuss with you more in details when we visual meet tomorrow. Agenda Page 18 Planning Commission Request for Recommendation May 12, 2026 ACTION REQUESTED The Planning Commission is asked to conduct a public hearing and 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 current request includes the Preliminary Plat, Development PUD, Rezoning, and Site Plan Review for the site. 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. 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, Development PUD, Rezoning, and Site Plan Review for said properties. The Planning Commission is responsible for reviewing and making a recommendation to City Council on all four 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. 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, Development Planned Unit Development, Rezoning, and Site Plan Review for Java Companies HEARINGS Preliminary Plat, Development Planned Unit Development, and Rezoning for PID 101-500-013200 and 101-500-013201 Agenda Page 19 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 2 of 12 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. 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 Agenda Page 20 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 3 of 12 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 continue the existing LaCentre Ave NE to the north and allows 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 not shown to be extended and are currently dead ends. The applicant is not currently proposing to extend these streets into the development. If the streets are not extended, turnarounds may be needed on the dead-end streets. 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. 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 STREET B STREET C STREET A/ LaCentre Agenda Page 21 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 4 of 12 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 A new stormwater management basin is 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. 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. Staff have identified proposed conditions within the site plan require flexibility through the PUD, which are detailed 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 Retail Permitted 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. Agenda Page 22 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 5 of 12 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 receptables 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 23 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 6 of 12 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 on for the “Automobile repair – minor” use on Lot 2, Block 1 and the “Restaurant with drive-through facility” appear to be short of the required stacking spaces. Prior to Site and Building Plan Review for either site, the stacking shall be revised. Dimensional Standards The submitted site plan has been reviewed to determine any flexibility that may be necessary to include in the PUD standards. The below review is not binding on the individual lots. Any approval granted for this application should not be considered to approve construction on any individual lot. Development of each lot shall require a Site and Building Plan Review and Conditional User 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. Agenda Page 24 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 7 of 12 Landscaping 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 therefor do 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 a suitable or prohibited shrub in the zoning ordinance. Additionally, the proposed 36 Taunton Yew is 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 with as each lot is developed with the Site Plan Review/Conditional Use Permit. Standard B-2 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 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 *“front” is along LaBeaux Ave NE (shortest dimension) **Trash structure in front of lot Agenda Page 25 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 8 of 12 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 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, accept 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. Agenda Page 26 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 9 of 12 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 is review is conceptual to identify potential PUD flexibility. 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 11 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 Retail 7,297 sq. ft. At least 1 space for each 200 square feet of floor area 40 30 Agenda Page 27 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 10 of 12 Lot, Block and Use Stalls Required Ratio Required Stalls Proposed Stalls 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 35 (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 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. Agenda Page 28 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 11 of 12 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 B-3 Highway Commercial and Planned Unit Development for the proposed LaBeaux Commercial Centre project, with the following terms: 5200.__ LaBeaux Commercial Centre A. USES: Uses allowed in the LaBeaux Commercial CentreB-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 - - - - - - - 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. 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. 3. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. Parking on the site is approved consistent with the Java Retail PUD B- 3/PUD zoning district. Any proposed development that would result in an increase in required parking must provide the additional required parking. 4. 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. 5. Prior to the development of any lot within the PUD, the following must be reviewed and approved through the Site Plan and Building Review process, including an application, all fees related to the application, and the submittal requirements established within the zoning ordinance: a. Any structures or facilities proposed to be constructed or developed within the LaBeaux Commercial Centre PUD B-3/PUD zoning district. b. All future development on the site must submit a landscaping plan to be reviewed as part of a site plan review. Agenda Page 29 Planning Commission Request for Recommendation – May 12, 2026 Planning – LaBeaux Commercial Centre PP, PPUD, Rezoning, and SPR Page 12 of 12 c. All future development on the site must submit a lighting plan to be reviewed as part of a site plan review. 6. 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. 7. 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. 8. Prior to development of any outlot, the outlot must be platted as a lot and must be reviewed and approved through the site plan review process, including an application, all fees related to the application, and the submittal requirements established within the zoning ordinance. MOTION TO: Recommend approval of the Preliminary Plat 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 the entire plat. 2. The applicant shall provide a copy of the recorded easements to the City before a building permit may be issued for any lot within the plat. 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 service 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. 7. Final plat shall be submitted within 100 days or will be considered null and void. Attachments: A. Location Map B. Future Land Use Map C. LaBeaux Commercial Centre Application D. LaBeaux Commercial Centre Materials E. Draft Ordinance F. Draft Resolution G. City Council, “LANNING – LABEAUX COMMERICAL CENTRE CONCEPT REVIEW,” Packet, dated April 6, 2026 Agenda Page 30 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 31 Agenda Page 32 The project is designed with a frontage road to mitigateto midigate issue with the items listed above. Agenda Page 33 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 971.96N00°39'42"E 1320.32S88°10'13"E 1020.89 S00°54'22"W 348.19N6 4 ° 4 8 ' 0 9 " W 85. 3 5 S55° 5 2' 2 1" W 2 8 0. 0 0 S3 8 ° 2 7 ' 3 9 "E 2 7 6 . 0 0 S32°37 '13 "E 183 .49S06°46'41"W 294.61N72° 5 0 ' 3 8 " W 20.00 S17°09'22"W60.00S72° 5 0 ' 3 8 " E 52.50 R=590.36Δ=1°54'13"L=19.61 CH BRG=S73°47'44"E CH=19.61 S08°56'22"W112.93153.71323.00 N00°39'42"E26.42197.03 40.01 40.01 117.82 361.06N00°00'00"W 256.28N34°11 '18 "W 271 .25R=326.52Δ=5°45'31"L=32.82CHBRG=S01°44'53"WCH=32.80N00°02'27"W 620.37CHBRG=S3 6°18'33"ECH=6 9. 9 9 R=60.00Δ=71°21'3 8"L=74. 7 3 N08°19'54"E 135.84598.90 94.8240.0140.01187.14 Δ=4°32'L=27.69Δ=35°52'01"L=219.10274.20110.50N00°39'42"E 410.92216.03 194.42495.42N89°20'18"W 343.00 242.01 262.00N89°20'18"W 126.00N00°39'42"E 254.14123.8140.0051.0039.33S89°20'18"E20.00S74°1 8 ' 4 9 " E 42.43N00°39'42"E 631.26210.00156.00211.67S89°20'18"E 288.72 R =3 0 1 .9 5 Δ =2 8 °0 7 '1 0 " L =2 8 8 .7 2 C H B R G =N 7 6 °3 6 '0 7 "E C H =1 4 6 .7 126.2340.0013.59150.50 Δ=18°47 '5 7 "L =8 5 .3 1Δ=15°16'14"L=103.94Δ=13°23'51"L=91.2060.01 178.50Δ=40°24'02"L=218.59Δ=40°18'27"L=274.36690.55156.0037.42Δ=39°48'25"L=215.38Δ =2 2 °3 5 '2 3 "L =1 3 4 .0 5 140.50 "01S89°20'18"E40.01S88°18'38"E 10.00 180.00S89°20'18"E 343.00 0 80'160' ALBERTVILLE RETAIL PRELIMINARY PLAT OF LEGAL DESCRIPTION: The Land referred to herein below is situated in the County of Wright, State of Minnesota and is described as follows: 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) LOT AREAS: BLOCK ONE LOT 1 51,204 SQ. FT+/- OR 1.18 ACRES +/- LOT 2 23,483 SQ. FT+/- OR 0.54 ACRES +/- BLOCK TWO LOT 1 70,487 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 131,304 SQ. FT+/- OR 3.01 ACRES +/- OUTLOT B 513,951 SQ. FT+/- OR 11.80 ACRES +/- ROAD RIGHT OF WAY 252,692 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 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 #### 4/7/2026PREPARED FOR: 10925004 JAVA COMPANIES, LLC ALBERTVILLE, MN CWK JDS 45352 Jonathan D. Schuette 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. 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 NELANDER AVE 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 OUTLOT B 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 34 826 15 10 10 LOT E PROPOSED BUILDING FF: 963.90 PROPOSED LOT F OUTLOT CAR WASH NO PARKING LOADING ZONE CAR WASH LOT D PROPOSED BUILDING FF: 963.85 2 POND 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 ALBERTVILLE MN, 55301 NPK MJG LOT E PARKING INFORMATION PARKING STALLS 35 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 37 STALLS LOT E PROPERTY INFORMATION TOTAL PROPERTY AREA 2.04 AC DISTURBED AREA 2.04 ±AC EXISTING IMPERVIOUS AREA 0 AC PROPOSED IMPERVIOUS AREA 1.540 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 1 1 1 4 6 5 5 7 7 9 9 4 8 8 10 10 10 10 10 12 12 11 13 40.00120.00 47.72R30.00R 3 0 . 0 0 R150.00 R 3 0 . 0 0 R30.0057.33 42.66 42.665.005.00 5.00R150.007 3 3 3 111111 11 11 LOT D PROPERTY INFORMATION TOTAL PROPERTY AREA 1.23 AC DISTURBED AREA 1.23 ±AC EXISTING IMPERVIOUS AREA 0 AC PROPOSED IMPERVIOUS AREA 0.749 AC LOT D PARKING INFORMATION PARKING STALLS 32 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 34 STALLS LABEAUX AVENUE N.E. LOT F 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 2.303 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)122.7597.50 11.669.0055.09R10.00R31.33R15.00R3.00R15.00R3. 0 0 R30.00R30.00 R15.0 0 R15.00 R3.0 0 R 1 5 . 0 0 R15.00R 5 . 0 0 R5.00 11.6912.08 12.08 9.50 9.50 10.39 10.39 10.39 10.3910.39 11.00 22.675.0020.00 (TYP)9.00 (TYP)9.00 (TYP)20.00 (TYP)4.179.009.009.0038.6487.33 141.0159.33 30.0046.9310.00 15.00 10.00 35.0015.0015.0035.0020.00 R25.00R15.00R 1 5 . 0 0 R15.00 R3 0 . 0 0 R30 . 0 0 R5.00 R15.00 R3.00R 1 5 . 0 0 R15.00R 5 . 0 0 R5.0030.67 13.6116.3412.3035.00 636.3336.33 30.0014.9721.004 5.00 5 5 2 2 2 15.00 52.00STREET CSTREET A Agenda Page 35 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDRIVETHRUTHANK YOU DRIVETHRUDRIVETHRU DRIVETHRU26 14 14 3 OUTLOT 6 8 9 6 4 12 PROPOSED LOT B BUILDING FF:963.50 LOT A PROPOSED BUILDING FF:964.80 LOT C PROPOSED BUILDING FF: 962.60 8 22 POND 0'30'60' 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 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 1 1 1 1 R300.00 4 5 5 5 5 3 3 3 7 7 7 8 9 9 10 10 10 10 10 10 12 11 11 11 11 11 11 11R150.00R30.00R 3 0 . 0 0 12.67 5.00 LOT B PARKING INFORMATION PARKING STALLS 9 STALLS ACCESSIBLE STALLS 1 STALLS TOTAL STALLS 10 STALLS LOT B 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 C PROPERTY INFORMATION TOTAL PROPERTY AREA 1.618 AC DISTURBED AREA 1.618 ±AC EXISTING IMPERVIOUS AREA 0. AC PROPOSED IMPERVIOUS AREA 1.065 AC LOT C PARKING INFORMATION PARKING STALLS 62 STALLS ACCESSIBLE STALLS 3 STALLS TOTAL STALLS 65 STALLS LABEAUX AVENUE N.E. 1 11 8 9 LOT A PARKING INFORMATION PARKING STALLS 54 STALLS ACCESSIBLE STALLS 3 STALLS TOTAL STALLS 57 STALLS LOT A 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 15.0010.00 12.00R3 0 . 0 0 R3.50 R 1 5 . 0 0 R3.50R13.00R3.50R3.50 R10.00R 1 5 . 0 0 R15.00R10.00R5.00R3 . 5 0R3.50R15.00R3.5 0 R 1 5 . 0 0 R15.00R30.00 R30.00R15.00R 1 5 . 0 0 R12.00R 1 2 . 0 0 24.0024.0024.00 5.00 5.0015.0035.0020.00 15.0035.00 15.00 20.00 5.00 60°9.00(TYP ) 23.09 (TYP)112.5045.12 10.0026.0020.00 30.00 20.00 (TYP) 20.00 (TYP) 9.00 9.00 9.00 9.00 9.00 23.09 (TYP ) 9.00 (TYP) 10.00 20.0020.0010.00 10.0010.0020.00R20.00R15.00R1 5 . 0 0 R 1 5 . 0 0 R3.00119.00 52.00R5.00 R 5 . 0 0R18.00R30.00R25.00R5.00 R 1 2 . 0 0 R3.00R5.00R 5 . 0 0 R 5 . 0 0R5.00R5.00R5.00R30.00R 1 2 . 0 0 R12.00R 3 . 0 0 R3.00 R20.00 R1 8 . 0 0 9.006.33(TYP)6.0010 10 10 10 10 5 24.0014.0024.00 31.1747.67 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 54.4682.37 50.4848.12 45.00132.25 13 14 13 14 11 14 2 2 2 2 29.00(TYP)9.00(TYP)STREET ASTREET BAgenda Page 36 FO FO FO FO FO FO FO FO lOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||LOT E PROPOSED BUILDING FF: 963.90 PROPOSED LOT F OUTLOT CAR WASH NO PARKING LOADING ZONE CAR WASH ||||||||||||||||||||||||57 LF - 18" SCH 40 PVC @ 0.50% 43 LF - 15" SCH 40 PVC @ 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" SCH 40 PVC @ 1.06%159 LF - 12" SCH 40 PVC @ 1.70%224 LF - 15" SCH 40 PVC @ 0.50%168 LF - 12" SCH 40 PVC @ 0.61%32 LF - 15" SCH 40 PVC @ 2.65% 145 LF - 12" SCH 40 PVC @ 3.76% 43 LF - 12" SCH 40 PVC @ 0.50% 42 LF - 12" SCH 40 PVC @ 0.36% >>> LOT D PROPOSED BUILDING FF: 963.85 96 LF - 12" SCH 4 0 P V C @ 0 . 5 0 %195 LF - 12" SCH 40 PVC @ 0.50%POND 31 LF - 24" SCH 40 PVC @ 0.00% 32 LF - 24" SCH 40 PVC @ 0.50% ST-113 CB 24" X 36" RIM: 956.63 INV N: 952.92 INV SE: 952.92 ST-114 CBMH 48" (DIA) RIM: 956.19 INV N: 953.21 INV E: 953.21 INV S: 953.21 ST-111 CB 24" X 36" RIM: 960.06 INV E: 956.06 ST-112 12" FES INV NW: 952.68 ST-220 CB 24" X 36" RIM: 961.42 INV W: 957.44 ST-218 CB 24" X 36" RIM: 961.49 INV W: 957.17 INV S: 957.17 ST-217 CBMH 48" (DIA) RIM: 960.54 INV N: 956.23 INV E: 956.23 ST-216 12" FES INV W: 955.00 ST-214 CB 24" X 36" RIM: 962.74 INV E: 958.74 ST-212 12" FES INV W: 955.00 ST-213 CBMH 48" (DIA) RIM: 961.75 INV W: 957.71 INV N: 957.71 INV E: 957.71 ST-109 15" FES INV W: 955.00 ST-110 CBMH 24" X 36" RIM: 960.06 INV W: 955.85 INV E: 955.85 ST-221 CB 24" X 36" RIM: 962.65 INV S: 958.65 ST-117 CB 24" X 36" RIM: 959.36 INV E: 955.36 ST-115 15" FES INV SW: 955.00 ST-116 CBMH 24" X 36" RIM: 959.36 INV W: 955.15 INV NE: 955.15 ST-215 CB 24" X 36" RIM: 962.19 INV S: 958.19 ST-219 CB 24" X 36" RIM: 962.15 INV E: 958.15 ST-118 24" FES INV N: 954.84 ST-119 OCS (SEE DETAILS) 48" (DIA) RIM: 958.11 INV NW: 952.00 INV S: 955.00 ST-120 24" FES INV SE: 952.00 RIPRAP OVERFLOW: 959.00 = 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 ALBERTVILLE MN, 55301 NPK MJG LABEAUX AVENUE N.E. 0'60'30'0'60'30'STREET CSTREET A Agenda Page 37 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDRIVETHRUTHANK YOU DRIVETHRUDRIVETHRU DRIVETHRU>>>>>ll> > > > > > > > > > >>>>>>>>>>>| | | | | | | | | | | | | ||| 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 >>>>> >>>> OUTLOT ||||||||||||||||||||||||||||||||||||| 43 LF - 24" SCH 40 PVC @ 0.50% 36 LF - 24" SCH 40 PVC @ 0.50% 43 LF - 15" SCH 40 PVC @ 0.50% 33 LF - 18" SCH 40 PVC @ 3.24% 43 LF - 15" SCH 40 PVC @ 0.54%304 LF - 15" SCH 40 PVC @ 0.50%224 LF - 15" SCH 40 PVC @ 0.50%55 LF - 12" SCH 40 PVC @ 0.50%121 LF - 12" SCH 40 PVC @ 0.50 % 1 2 9 L F - 1 8 " S C H 4 0 P V C @ 0 . 5 0% 88 L F - 1 2 " S C H 4 0 P V C @ 0 . 6 8 % 58 L F - 1 5" S C H 4 0 P V C @ 0. 5 0 %71 LF - 12" SCH 40 PVC @ 2.18%66 LF - 12 " SCH 40 PVC @ 1 .22%|||||||||||PROPOSED LOT B BUILDING FF:963.50 >> LOT A PROPOSED BUILDING FF:964.80 LOT C PROPOSED BUILDING FF: 962.60 34 LF - 12" SCH 40 PVC @ 0.50% 55 LF - 12" S C H 4 0 P V C @ 0 . 5 0 %133 LF - 12" SCH 40 PVC @ 0.50%POND ST-108 CBMH 48" (DIA) RIM: 961.25 INV SW: 955.19 INV NW: 955.19 INV E: 955.19 ST-107 CBMH 48" (DIA) RIM: 961.25 INV W: 954.98 INV E: 955.18 ST-106 24" FES INV W: 955.00 ST-102 CBMH 48" (DIA) RIM: 960.27 INV NW: 957.55 INV SW: 957.55 INV E: 957.55 ST-101 CBMH 24" X 36" RIM: 960.27 INV W: 957.34 INV E: 956.06 ST-100 18" FES INV W: 955.00 ST-105 CBMH 48" (DIA) RIM: 960.30 INV N: 956.52 INV SW: 956.52 INV E: 956.52 ST-104 CBMH 48" (DIA) RIM: 960.30 INV NE: 956.29 INV NW: 956.29 INV S: 956.29 ST-103 18" FES INV W: 955.00 ST-211 CB 24" X 36" RIM: 959.98 INV E: 956.95 ST-208 CB 24" X 36" RIM: 960.67 INV NE: 956.79 ST-209 CB 24" X 36" RIM: 959.76 INV SE: 955.80 ST-210 CBMH 60" (DIA) RIM: 959.80 INV W: 955.83 INV NE: 955.83 ST-204 CB 24" X 36" RIM: 962.15 INV S: 958.15 INV NE: 958.15 ST-201 CBMH 48" (DIA) RIM: 962.77 INV SW: 958.51 INV E: 958.51 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: 958.68 ST-215 CB 24" X 36" RIM: 962.19 INV S: 958.19 ST-205 CB 24" X 36" RIM: 961.94 INV N: 958.42 ST-202 CBMH 48" (DIA) RIM: 962.66 INV W: 957.84 INV SE: 957.84 = 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 ALBERTVILLE MN, 55301 NPK MJG LABEAUX AVENUE N.E. 0'30'60' STREET ASTREET BAgenda Page 38 FO FO FO FO FO FO FO FO lOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||LOT E PROPOSED BUILDING FF: 963.90 PROPOSED LOT F OUTLOT CAR WASH NO PARKING LOADING ZONE CAR WASH ||||||||||||||||||||||||151 LF - 8" SCH 40 PVC @ 1.00%188 LF - 8" SCH 40 PVC @ 1.00%205 LF - 8" PVC C900 487 LF - 8" PVC C900 109 LF - 8" SCH 40 PVC @ 0.40%205 LF - 6" PVC C90082 LF - 6" PVC C900 151 LF - 6" PVC C900 374 LF - 8" PVC C90074 LF - 8" SCH 40 PVC @ 1.00% >>> LOT D PROPOSED BUILDING FF: 963.85 105 LF - 8" SCH 40 PVC @ 0.40% POND POND 5 LF - 8" SCH 40 PVC @ 1.00% 6 LF - 6" PVC C900 5 LF - 8" SCH 40 PVC @ 1.00% SAN CO 6" CLEANOUT TOP OF CASTING=963.03 INV W 955.82 INV E 955.82 WYE CONNECTION INV S: 954.54 INV SW: 954.54 INV N: 954.54 SAN MH 7 48" (DIA) RIM: 963.04 INV W: 955.08 INV N: 954.98 SAN CO (2) 6" CLEANOUT TOP OF CASTING=963.80 INV E 957.33 INV W 957.33 SAN CO (3) 6" CLEANOUT TOP OF CASTING=963.74 INV E 956.45 INV W 956.45 = 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 WATER AND SANITARY 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 ALBERTVILLE MN, 55301 NPK MJG 8"X8"X6" TEE 6" - 22.5° BEND 8"X8"X6" TEE 6" - GATE VALVE6" - GATE VALVE RELOCATE EXISTING HYDRANT AND GATE VALVE EXTEND EXISTING LINE INSTALL 14 L.F. 6" C900 8"X8"X8" TEE 8"X8"X6" TEE 53 L.F. 6" C900 INSTALL HYDRANT 6" GATE VALVE LABEAUX AVENUE N.E. STUB END STREET CSTREET A 0'60'30' CONNECT TO EXISTING WATER STUB FIELD VERIFY LOCATION, SIZE, PIPE TYPE AND DEPTH Agenda Page 39 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDRIVETHRUTHANK YOU DRIVETHRUDRIVETHRU DRIVETHRU>>>>>ll> > > > > > > > > > >>>>>>>>>>>| | | | | | | | | | | | | ||| >>>>> >>>> OUTLOT ||||||||||||||||||||||||||||||||||||| 216 L F - 8" S C H 4 0 P V C @ 0. 4 0 % 141 LF - 8" S C H 4 0 P V C @ 0 . 4 0 % 125 LF - 6" SCH 40 PVC @ 3.85%193 LF - 6" SCH 40 PVC @ 1.00%130 LF - 8" P V C C 9 0 0 144 LF - 8" P V C C 9 0 0 169 LF - 8" SCH 40 PVC @ 0.40% 133 LF - 8" S C H 4 0 P V C @ 0 . 4 0 % 198 LF - 6" PVC C900 140 LF - 6" PVC C900 |||||||||||168 LF - 8" PVC C900 216 L F - 8" P V C C 9 0 0 PROPOSED LOT B BUILDING FF:963.50 >> LOT A PROPOSED BUILDING FF:964.80 LOT C PROPOSED BUILDING FF: 962.60 105 LF - 8" SCH 40 PVC @ 0.40% POND SAN MH 1 CONNECT TO EXISTING SANITARY FIELD VERIFY LOCATION AND DEPTH 48" (DIA) RIM: 961.67 INV S: 951.27 INV N: 951.22 5 LF - 6" SCH 40 PVC @ 1.00% 5 LF - 6" PVC C900 5 LF - 6" SCH 40 PVC @ 1.00%173 LF - 6" PVC C900SAN MH 2 48" (DIA) RIM: 961.57 INV S: 952.00 INV W: 951.95 INV N: 951.95 SAN MH 5 48" (DIA) RIM: 962.49 INV S: 953.50 INV W: 953.50 INV NW: 953.45 SAN MH 6 48" (DIA) RIM: 962.43 INV S: 954.12 INV N: 954.07 SAN MH 3 48" (DIA) RIM: 962.93 INV SE: 952.58 INV W: 952.58 INV N: 952.53 SAN CO 3 6" CLEANOUT TOP OF CASTING=962.51 INV E 955.43 INV W 955.43 SAN CO 2 6" CLEANOUT TOP OF CASTING=963.38 INV E 955.45 INV W 955.45 SAN CO 1 6" CLEANOUT TOP OF CASTING=964.68 INV E 956.75 INV W 956.75 166 LF - 6" SCH 40 PVC @ 1.72%5 LF - 6" SCH 40 PVC @ 1.00% 8"X8"X6" TEE 8" - 11 1/4 ° BEND 8"X8"X6" TEE 6" - GATE VALVE 8"X8"X6" TEE 59 L.F. 6" C900 INSTALL HYDRANT 6" GATE VALVE = 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 WATER AND SANITARY PLAN C502 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 ALBERTVILLE MN, 55301 NPK MJG LABEAUX AVENUE N.E. 8" - 22 1/2 ° BEND 8" - 11 1/4 ° BEND CONNECT TO EXISTING WATER MAIN 8"X8"X6" TEE 22.5° BEND 6" - GATE VALVE 6" - GATE VALVE STREET ASTREET B0'60'30' Agenda Page 40 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXDRIVETHRUTHANK YOU DRIVETHRUDRIVETHRU DRIVETHRU963 952953954 955956957958959960 952 952 953954 955956957958959960 961 962 955 956 957 958 959 960 952953954 955956957958959960961962 961961 959 960 961 962 963 961962963964961 962 963 964953 954955956957958959960961962957958959960961962LOT E PROPOSED BUILDING FF: 963.90 963 961961962 955956957958959960961962963 9629619 6 1 96 2 961962964 952953954=================== =======================964961PROPOSED LOT F OUTLOT OUTLOT CAR WASH NO PARKING LOADING ZONE CAR WASH PROPOSED LOT B BUILDING FF:963.50 958 959 960 LOT A PROPOSED BUILDING FF:964.80LOT D PROPOSED BUILDING FF: 963.85 LOT C PROPOSED BUILDING FF: 962.60 9 6 3 963961 961961 96296 2 961960961963962961961962961962962 9639 6 4 963 962 964 963 96296396496396396396396396396296396 2 96296296396296 39579 5 7 9 5 7 963963963 963 963 964 964 963 962 962 962 96 3 9 6 3 954 955956957958 958 959 959 960 960 958 959 960 961 962963964961961961962 POND POND9639 6 2 962 9619 6 1 96396396 3 963963 963 9639639629 6 2 961 955 959 959 955 960 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 (26 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 F O R CONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665304-07-25 10925004 ALBERTVILLE 2.0 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 PROTECTIONINLET PROTECTION INLET PROTECTIONINLET PROTECTION INLET 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) RIPRAP (TYP) CATEGORY 20 ROLLED EROSION PREVENTION PRODUCT Agenda Page 41 ll963963964STREET A183 LF - 6" PVC C900PROPOSED LOT B BUILDING FF:963.50 LOT A PROPOSED BUILDING FF:964.80 9629629 6 3 963963962963 963 9639649 6 4 963 962965 964 963 963962963 964 964 963 CH(1) AF(16) AG(1) NS(11) AG(2) RS(7)NS(14) CH(14) SD(10) RS(6) SD(9) CH(1) RS(3) RS(5) TA(5) PF(4)NS(17)TY(32) 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH 3" ROCK MULCH DECIDUOUS TREES LANDSCAPE PLANT LEGEND CH 2" CAL. B&B 50'H x 50'W COMMON HACKBERRY Celtis occidentalis3 AG 2" CAL. B&B 50'H x 30'W AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold'3 ORNAMENTAL TREES SD POT19STELLA DE ORO DAYLILY Hemerocallis 'Stella de Oro' NS #1 CONT. POT 4'H x 2.5'W42NORTHWIND SWITCH GRASS Panicum virgatum 'Northwind' ORNAMENTAL GRASSES PERENNIALS #1 CONT. 1.5'H x 2'W RS POT 4'H x 3'W11RUSSIAN SAGE Salvia yangii #1 CONT. SHRUBS AF POT 4'H x 4'W16ARCTIC FIRE DOGWOOD Cornus stolonifera 'Farrow' TY POT 3'H x 5'W36TAUNTON YEW Taxus x media 'Tauntonii' #2 CONT. #2 CONT. TA B&B 12'H x 7'W TECHNY ARBORVITAE Thuja occidentalis 'Techny'4' HT5 EVERGREEN TREES RS POT 6'H x 6'W10REGENT SERVICEBERRY Amelanchier alnifolia 'Regent'#5 CONT. PF 1.5" CAL. B&B 15'H x 20'W PRAIRIE FIRE CRABAPPLE Malus 'Prairie Fire'4 BO 2" CAL. B&B 60'H x 60'W4BUR OAK Quercus macrocarpa -- SY SOD GROUNDCOVER (SEE L102) -- LF EDGING -- CY ROCK MULCH -- CY HARDWOOD MULCH (FOR TREES OUTSIDE OF BEDS) 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSHUA D. WILDT PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE Date: License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com57650 06-30-2026 DRAWN BY PROJECT MANAGER LOUIE J + L LABEAUX COMMERCIAL CENTER ALBERTVILLE, MINNESOTA ISSUE LOG Expiration: 04-07-2026 04-07-2026 SUBMITTAL NOT FOR CONSTRUCTION LANDSCAPE REQUIREMENTS ·ONE TREE PER COMMERCIAL LOT ··PROVIDED ·ONE TREE PER PARKING ISLAND ··TREES PROVIDED FOR EACH PENNINSULA ·16 ORNAMENTAL TREES OR SHRUBS PER STREET FACE ··23 PROVIDED ON WEST SIDE ··9 ORNAMENTAL TREES & 35 SHRUBS ON EAST SIDE SCARIFY & SPREAD ROOT MASS OVER-EXCAVATE 6" SUBGRADE REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES STAKE & GUY AS NEEDED 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK EXPOSE ROOT FLARE, SET AT FINISH GRADE CUT & REMOVE ALL TWINE, BURLAP & WIRE BASKET, PLACE ON UNDISTURBED SOIL SUBGRADE WRAP TREE, FALL INSTALLATION ONLY FINISH GRADE LANDSCAPE NOTES: ·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK. ··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. ·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. ·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY. ·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH OTHERS ON SITE. ·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE FREE OF DISEASE AND DAMAGE. ··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT. ··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER. ·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE. ·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS OTHERWISE SPECIFIED ON PLANS. ··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. ··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND WEEDS. ··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. ·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY. ··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION. ··STAKE SOD ON SLOPES 3:1 AND GREATER. ·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE. ·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN. ·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4" DEPTH. ··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. ··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK. ··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. ·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITH APPROVED WEED FABRIC BARRIER. ·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. LANDSCAPE PLAN L101 Know what's below. before you dig.Call R N0 SCALE: 1"=20' 2010 40 Agenda Page 42 ll963963964STREET A183 LF - 6" PVC C900PROPOSED LOT B BUILDING FF:963.50 LOT A PROPOSED BUILDING FF:964.80 9629629 6 3 963963962963 963 9639649 6 4 963 962965 964 963 963962963 964 964 963 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH 3" ROCK MULCH Panicum virgatum 'Northwind' -- SY SOD GROUNDCOVER (SEE L102) -- LF EDGING -- CY ROCK MULCH -- CY HARDWOOD MULCH (FOR TREES OUTSIDE OF BEDS) 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSHUA D. WILDT PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE Date: License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com57650 06-30-2026 DRAWN BY PROJECT MANAGER LOUIE J + L LABEAUX COMMERCIAL CENTER ALBERTVILLE, MINNESOTA ISSUE LOG Expiration: 04-07-2026 04-07-2026 SUBMITTAL NOT FOR CONSTRUCTION IRRIGATION NOTES: ·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND PLANTINGS. ··MINIMIZE OVERSPRAY ON BUILDINGS AND PAVEMENT. ··DRIP IRRIGATION TO BE PROVIDED FOR ALL LANDSCAPE BEDS. ·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICAL PLANS FOR WATER STUB OUT AND ELECTRICAL LOCATIONS. ··CONTRACTOR TO VERIFY WATER STUB OUT SIZE IS SUFFICIENT, NOTIFY OWNER OF ANY DEFICIENCY. ··CONTRACTOR TO VERIFY CONTROLLER LOCATION WITH OWNER BEFORE INSTALLATION. ··RPZ BACKFLOW PREVENTER TO BE USED AT WATER STUB OUT. ··PREFERRED CONTROLLER SHOULD BE A WATERSENSE WEATHER BASED IRRIGATION CONTROLLER (WBIC). ·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK. ··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. ·CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR IN ORDER TO PROVIDE ALL PVC SLEEVES AT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARK LOCATIONS OF PLACED PVC SLEEVES. ·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6" BELOW FINISH GRADE, LATERAL LINES MINIMUM 1'-0' BELOW FINISH GRADE. ·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICE ONLY AT BOXES WITH MOISTURE RATED CONNECTORS. ·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TO MATCH WITH SURROUNDING LANDSCAPE. ··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH 3/4" CLEAR GRAVEL. ··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE. ·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS AND ROCKS. ·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TO OWNERS UPON COMPLETION OF WORK. GROUND COVER PLAN L102 Know what's below. before you dig.Call R N0 SCALE: 1"=20' 2010 40 Agenda Page 43 DRIVETHRUTHANK YOU DRIVETHRUDRIVE THRU DRIVETHRUl963 952 953 954 955 956 957 958 959 960 956 957 958 959 960 961 962 963 955 956 957 958 959 960 961 952 953 954 955 956957958959960961962 961961 959 960 961 962963961962963964961 962 963 953954955956957958959960961962957958959960961962LOT E PROPOSED BUILDING FF: 963.90 963 961961962962 955 956 957 958 959 960 961 962 963 9629619619 6 1 96 2 963963962962961954 955955 956 956957 957964961PROPOSED LOT F STREET CSTREET A STREET ASTREET BOUTLOT OUTLOT CAR WASH NO PARKING LOADING ZONE CAR WASH 183 LF - 6" PVC C900PROPOSED LOT B BUILDING FF:963.50 958959960952 952 953 953 954 954 955 955 952 953 954 955 956 957 958 959 LOT A PROPOSED BUILDING FF:964.80LOT D PROPOSED BUILDING FF: 963.85 LOT C PROPOSED BUILDING FF: 962.60 96296296 3 963963961961961 96296 2 961960961963962961961962961962962 963 963 9639649 6 4 963 962965 964 963 963962962963963963963963963963962963962 962962963962962 96 39579 5 7 9 5 7 963963963 963963 964 964 963 962962 963962XXXXXXXXXXFO OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEL104.2L104.1BH(5) CH(1) AF(16) AG(1) NS(11) AG(2) RS(7)NS(14) CH(14) SD(10) RS(6) SD(9) CH(1) RS(3) RS(5) TA(5) PF(4)NS(17)TY(32) 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH 3" ROCK MULCH AP(5) NV(3)AC(3)NV(3) NV(4)NV(3)AC(4) NV(4) NV(6) NV(3)SH(5) AP(5) SH(4) BH(3) WP(5) CF(4) AC(5) AP(4) AC(3) WP(5) AC(4) SU(3) AP(5) SH(3) SH(4) BH(4) AC(5) SU(4)CF(3) AC(4)CF(3) SH(5) WP(4) BH(4)SU(6) AC(5)AP(5) SH(5) BH(5)WP(4) SH(4) SU(4)CF(3) AC(6) NV(6) BUFFER LANDSCAPE PLANT LEGEND EVERGREEN TREES AP 6' HT B&B 50'H x 30'W AUSTRIAN PINE Pinus nigra WP B&B 50'H x 30'W WHITE PINE Pinus strobus CF B&B 30'H x 15'W CONCOLOR FIR Abies concolor 6' HT 6' HT 23 18 13 BH B&B 30'H x 20'W BLACK HILLS SPRUCE Picea glauca 6' HT21 SHRUBS NV #5 CONT. POT 20'H x 10'W32NANNYBERRY VIBURNUM Viburnum lentago SU #2 CONT. POT 10'H x 15'W17STAGHORN SUMAC Rhus typhina AC POT 10'H x 10'W39AMERICAN CRANBERRYBUSH Viburnum trilobum 'Redwing'#5 CONT. SH #5 CONT. POT 25'H x 15'W SHADBLOW SERVICEBERRY Amelanchier canadensis30 -- SY RAMY TURF - STABILIZATION SEED MIX (OR APPROVED ALTERNATE). GROUNDCOVER -- SY MNDOT SEED MIX 33-261 STORMWATER SOUTH & WEST (OR APPROVED EQUAL). 20 CY HARDWOOD MULCH (FOR AROUND TREES & SHRUBS) 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSHUA D. WILDT PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE Date: License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com57650 06-30-2026 DRAWN BY PROJECT MANAGER LOUIE J + L LABEAUX COMMERCIAL CENTER ALBERTVILLE, MINNESOTA ISSUE LOG Expiration: 04-07-2026 04-07-2026 SUBMITTAL NOT FOR CONSTRUCTION SCARIFY & SPREAD ROOT MASS OVER-EXCAVATE 6" SUBGRADE REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES STAKE & GUY AS NEEDED 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK EXPOSE ROOT FLARE, SET AT FINISH GRADE CUT & REMOVE ALL TWINE, BURLAP & WIRE BASKET, PLACE ON UNDISTURBED SOIL SUBGRADE WRAP TREE, FALL INSTALLATION ONLY FINISH GRADE LANDSCAPE NOTES: ·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK. ··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. ·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. ·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY. ·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH OTHERS ON SITE. ·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE FREE OF DISEASE AND DAMAGE. ··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT. ··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER. ·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE. ·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS OTHERWISE SPECIFIED ON PLANS. ··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. ··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND WEEDS. ··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. ·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE. ·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4" DEPTH. ··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. ··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK. ··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. ·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. BUFFER LANDSCAPE PLAN L1030 SCALE: 1"=50' 5025 100 SEE L101 & L102 Know what's below. before you dig.Call R NAgenda Page 44 DRIVE THRU ˝˘ ˝˘ ˝˘ ˝˘˘ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ ˝ˇ ˝ˇ ˝˘˘ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ ˝ˇ ˝ˇ˝ˇ˝˘˘ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ ˝ˇ ˝ˇ ˝ˇ 675((7$ 287/27˝˘˙˝˘˝˝ˇ˝˘ ˝˘ ˝˘ ˝˘ ˝˘ ˝˘ ˝˘˘ ˝˘˘ ˝˘˝˘˝˘ ˝˘˘ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ˝ˇ˝ˇ˝ˇ ˝ˇ˝ˇ˝ˇ˝ˇ2+(2+(2+(2+(2+(2+(2+(2+(2+(2+(2+(2+(2+(2+(//%+˘ $3 ˘ 19$&19 19 19$& 19 6+ 6+ %+ $&˘ 68 &) $&&) 6+˘ :3 %+ 68 ˇ $&˘$3 ˘ 6+˘ %+˘:3 6+ 68&) $&ˇ ˝˘ˇ ˝˘ˆ ˝˘˙ ˝˘˝ ˝ˇ ˝ˇ ˝ˇ ˝ˇ ˝˘ ˝˘ ˝˘ ˝˘˘ ˝˘ˇ ˝˘ˆ˝˘˙˝˘˝˝ˇ˝ˇ˝ˇ ˝˘˝˘˘˝˘˘ ˝˘ˇ ˝˘ˇ˝˘ˆ ˝˘ˆ 287/27˝ˇ˝ˇ˝ˇ˝ˇ˝ˇ;;;;;;;;;;;;;;;//19 ˇ 19 6+˘ $3 ˘ 6+ %+ :3 ˘ &) $&˘ $3 $& :3 ˘ $& 68 $3 ˘ 6+ 6+ %+ $&˘ 68 19 ˇ 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSHUA D. WILDT PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE Date: License #:3/$17\SHSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com57650 06-30-2026 DRAWN BY PROJECT MANAGER LOUIE J + L LABEAUX COMMERCIAL CENTER ALBERTVILLE, MINNESOTA ISSUE LOG Expiration: 04-07-2026 ˆˇ68%0,77$/ NOT FOR CONSTRUCTION %8))(5 /$1'6&$3( 3/$1 /0 SCALE: 1"=30' 3015 60 Know what's below. before you dig.Call R 1/˛3/$1'(7$,/ /˛3/$1'(7$,/ Agenda Page 45 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 SITE PLANS 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): 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) Section 2. Amendment. Chapter 5200 PUD Planned Unit Development District, Section of the Albertville Zoning Ordinance is hereby amended to add the underlined text: 5200.XX 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 46 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. All conditional uses must meet the conditions established for the specific 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. 3. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. Parking on the site is approved consistent with the Java Retail PUD B-3/PUD zoning district. Any proposed development that would result in an increase of parking must provide the additional required parking. 4. 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. 5. Prior to the development of any lot within the PUD, the following must be reviewed and approved through the Site Plan and Building Review process, including an application, all fees related to the application, and the submittal requirements established within the zoning ordinance: a. Any structures or facilities proposed to be constructed or developed within the LaBeaux Commercial Centre PUD B-3/PUD zoning district. b. All future development of the site must submit a landscaping plan to be reviewed as part of a site plan review. c. All future development of the site must submit a lighting plan to be reviewed as part of a site plan review. 6. 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. 7. Prior to development of any outlot, the outlot must be platted as a lot and must be reviewed and approved through the site plan review process, including an application, all fees related to the application, and the submittal requirements established within 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, publication, and the approval of the Final Planned Unit Development of LaBeaux Commercial Centre. Agenda Page 47 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 48 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-___ RESOLUTION APPROVING A PRELIMINARY 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 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 49 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 the Commission recommended approval of the plat for LaBeaux Commercial Centre to the City Council; and WHEREAS, the City Council finds that the proposed Preliminary LaBeaux Commercial Centre meets the requirements of the Albertville Zoning Ordinance and Subdivision Ordinance; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville, Wright County, Minnesota, hereby approves the preliminary plat for LaBeaux Commercial Centre subject to the following conditions: 1. Approval of the LaBeaux Commercial Centre PUD B-3/PUD zoning district over the entire plat. 2. The applicant shall provide a copy of the recorded easements to the City before a building permit may be issued for any lot within the plat. 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 service 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. 7. Final plat shall be submitted within 100 days or will be considered null and void. 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 50 Mayor and Council Communication April 6, 2026 SUBJECT: PLANNING – LABEAUX COMMERICAL CENTRE CONCEPT REVIEW RECOMMENDATION: Review the updated concept and provide feedback to the applicant and staff. BACKGROUND: At the August 4, 2025, regular City Council meeting, the Council provided informal feedback to the developer, Java Properties, regarding the development of a vacant parcel on the east side of La Beaux at the future 53rd Street intersection. The site consists of 2 parcels totaling 28.50 acres and is zoned B-2 Limited Business and R-1 Single Family. The previous concept included the following: 7 auto oriented commercial lots: o Gas/convenience store o Tire shop o Fast food with drive-thru o Oil change facility o Coffee shop o Bank o Unknowncommerical use Continuation of LaCentre Avenue NE (street and trail) through the development from north to south property lines. Stormwater pond to serve the entire development and partially buffer the adjacent residential. Screening/buffering from retail and retail/storage users from the adjacent residential. The part of the site zoned residential was proposed as an oulot and reserved for future residential development. The developer is now considering having the entire site be commercial. Attached is the original concept which is being designed with 6 commercial lots each with a drive through and not 7 lots as the Councill previously reviewed. The revised concept indicates a retail store and potential mini-storage in the area currently guided as residential. KEY ISSUES: The entire site will need to be rezoned to accommodate the prosed uses A buffer to adjacent residential will be needed. A review of the roadway connection to the east. The previous plan had a roadway connection to the existing residential neighborhood to the east. The developer is also requesting off-premises signage for the two lots that would not be fronting on LaBeaux. Agenda Page 68Agenda Page 51 Mayor and Council RCA – April 6, 2026 Planning – LaBeaux Commercial Centre Page 2 of 2 POLICY/PRACTICES CONSIDERATIONS: The development requires a legislative decision by the Council to change the zoning. The Council has the most discretion when rezoning properties. The City Council does not have to accept the proposed change in zoning from residential to commercial. FINANCIAL CONSIDERATIONS: The proposed development will add tax base and services to the city. LEGAL CONSIDERATIONS: The commercial uses are not allowed under current zoning and rezoning is required. A preliminary plat, final plat, and developer agreement will also be required. Responsible Person: Jenni Faulkner, City Planner @ Bolton-Menk Submitted Through: Adam Nafstad, City Administrator-PWD Attachments: Conceptual site layout Previous conceptual site layout from July 2025 (reference only) Agenda Page 69Agenda Page 52 CAR WASH NO PARKING LOADING ZONE CAR WASH New Concept April 2026 Agenda Page 70Agenda Page 53 Original Concept July 2025 Agenda Page 71Agenda Page 54