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10-12-26 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Training Room on the main level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. Public comment is not allowed at the work session. A.1 Fire Department Planning Series Session 3: Emergency Medical Services A.2 Discuss MSA Funding for Pleasant View Road Rehabilitation Project A.3 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Southern Valley Alliance - Domestic Violence Awareness Month D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Approve City Council Meeting Minutes dated September 28, 2026 D.2 Approve City Council Work Session Meeting Minutes dated September 28, 2026 D.3 Receive Planning Commission Minutes dated September 15, 2026 D.4 Approve Claims Paid dated October 12, 2026 D.5 Grant Preliminary Plat and Final Plat Approval for Pioneer Ridge Second Addition AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 12, 2026 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.6 Design contract for EWTP Biological Treatment Feasibility Study D.7 Approve Interim City Manager Agreement D.8 Adopt 2027 Meeting Schedule D.9 Encroachment Agreement at 581 Fox Hill Drive (Lot 1, Block 1, Fox Ridge Estates) D.10 Resolution 2026-XX: Call for Public Improvement Hearing for the Bluff Creek Drive Rehabilitation Project E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.PUBLIC HEARINGS Anyone indicating a desire to speak during the Public Hearing will be invited to the podium by the Mayor when the public hearing is called. Please state your name and address. Please limit your comments to three (3) minutes. G.1 Resolution #2026-XX; Approve vacating portions of public drainage and utility easements in the Pioneer Ridge development H.GENERAL BUSINESS H.1 Ordinance XXX: Avienda Planned Unit Development (PUD) Ordinance Amendment I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION K.1 Letter from League of Minnesota Cities regarding LMCIT Workers' Compensation Program K.2 Minnehaha Creek Watershed District 2027 Budget and Levy K.3 Santa Vera Phase II Staff Memo K.4 Invitation to Boos & Brews on October 23 at Lake Drive Tap from Southwest Valley Alliance K.5 Communications Quarterly Report L.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the 2 Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item October 12, 2026 Item Fire Department Planning Series Session 3: Emergency Medical Services File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Andrew Heger, Fire Chief Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Emergency Medical Services Presentation 4 Emergency Medical Services in Chanhassen City Council presentation Chanhassen Fire Department and Ridgeview Ambulance 5 Purpose and discussion A concise review of the local EMS response system PURPOSE Explain how Chanhassen Fire and Ridgeview Ambulance combine personnel, equipment and clinical roles to serve the community. DISCUSSION TOPICS •How the primary service area assigns responsibility •How each agency contributes to patient care •Why recruitment and retention affect service reliability •Ridgeview service advancements CHANHASSEN FIRE DEPARTMENT 2 6 The EMS response system One incident can involve several linked functions 1 911 and dispatch The call is received, classified and assigned under local response plans. 2 First response Chanhassen Fire begins assessment, treatment, access and scene management. 3 Ambulance care Ridgeview provides ambulance staffing, advanced patient care and transport. 4 Hospital transition Crews transfer care and return resources to service as soon as practical. Residents experience one EMS system even when several organizations contribute to the response. CHANHASSEN FIRE DEPARTMENT 3 7 EMS certification levels Each level adds education and clinical capability EMR Emergency Medical Responder Initial care •Provides basic emergency care before a licensed ambulance arrives •Focuses on immediate threats and early lifesaving actions •Supports the arriving EMS team within training and local protocols EMT Emergency Medical Technician Basic life support •Recognizes life threats and provides basic treatment •Provides basic airway care and automated defibrillation •Prepares patients for transport and commonly staffs ambulance crews PARAMEDIC Paramedic Advanced life support •Builds on EMT skills with advanced assessment and treatment •Provides advanced airway care, manual defibrillation, IV fluids and medications •Directs advanced patient care under medical direction and service protocols Authority depends on Minnesota law, certification, service licensure, medical direction, training and local protocol. CHANHASSEN FIRE DEPARTMENT 4 8 Fire Department medical responses Dispatch criteria identify when a Fire Department response is assigned FIRE RESPONSE •Cardiac arrest •Unconscious or unresponsive •Difficulty breathing or chest pain •Stroke •Seizure •Overdose •Allergic reaction •Choking •Traumatic injury, head injury or burn •Fall greater than 10 feet •Entrapment, entanglement or grain bin •Imminent childbirth •Medical alarm •Other medical call •Suicide attempt •Serious medical condition •Diabetic emergency •Lift assist NO FIRE RESPONSE General medical Minor laceration or controlled bleeding, intoxication, passed out but now alert, frostbite, gastrointestinal concern or abdominal pain. Weak, dizzy or unwell The patient reports general discomfort without a specific illness or injury. CHANHASSEN FIRE DEPARTMENT 5 9 Primary service areas Geographic responsibility supports clear accountability and dependable coverage WHAT A PRIMARY SERVICE AREA DOES •Identifies the licensed ambulance provider for a defined geography •Establishes expectations for ambulance availability and response planning •Supports mutual aid when the primary resource is committed or unavailable LOCAL APPLICATION •Ridgeview serves as the ambulance partner for the applicable Chanhassen service area •Chanhassen Fire provides local first response under established dispatch plans •Neighboring resources assist through mutual aid and system coordination CHANHASSEN FIRE DEPARTMENT 6 10 Chanhassen Fire Department role Local personnel provide the first link in the clinical response CORE RESPONSIBILITIES •Rapid local response from City fire resources •Patient assessment and immediate care within certification level •CPR, defibrillation, bleeding control, airway support and other time-sensitive interventions •Scene access, lifting, extrication, traffic control and incident coordination •Clear handoff to the transporting ambulance crew LOCAL READINESS People Training Equipment Station coverage 1,022 EMS responses 628 nonresponses CHANHASSEN FIRE DEPARTMENT 7 11 Ridgeview Ambulance role Ambulance resources extend care through transport and hospital transfer OPERATIONAL INFORMATION FOR COUNCIL •Where ambulances are posted or deployed •How demand and unit availability affect coverage •How mutual aid supports overlapping calls •How hospital turnaround affects ambulance availability PRIMARY AMBULANCE RESPONSIBILITIES •Respond within the licensed service area •Provide advanced clinical assessment and treatment •Transport patients safely to an appropriate receiving facility •Provide medical direction, quality review and continuing education •Coordinate with partner agencies and receiving hospitals 1,650 EMS responses in 2025 9% volume increase in 2026 15% of transports from care facilities CHANHASSEN FIRE DEPARTMENT 8 12 How the agencies work together Coordination occurs before, during and after an emergency call Before the call Joint protocols, training, equipment compatibility, dispatch planning and working relationships During the call Shared scene priorities, clear communication, coordinated patient care and efficient ambulance transfer After the call Documentation, quality improvement, case review when appropriate, restocking and return to service During high demand Mutual aid, resource movement, command coordination and clear communication about service impacts CHANHASSEN FIRE DEPARTMENT 9 13 Recruitment and retention A stable workforce protects coverage, response capacity and clinical experience SHARED PRESSURES •Competition for EMTs, paramedics, firefighters and public safety staff •Training time and certification requirements •Schedule demands, fatigue and work-life expectations •Loss of experienced staff and mentors when turnover increases SERVICE IMPACT •Open positions reduce scheduling flexibility •Overtime and extra duty increase fatigue and cost •New employees need time, supervision and field experience •Turnover weakens continuity between partner agencies Workforce stability affects every part of the response system. CHANHASSEN FIRE DEPARTMENT 10 14 EMS performance measures A consistent set of measures explains demand and system capacity EMS call volume 1,744 projected Provider impression 16% trauma Ambulance response time 10.09 min Transport rate 74% Mutual aid provider HCMC Care-facility transport volume 19.2% Total service-area volume 17,935 CHANHASSEN FIRE DEPARTMENT 12 15 Ridgeview service advancements Leadership, capacity and critical-care improvements LEADERSHIP AND CAPACITY •24/7 Duty Supervisor coverage provides continuous operational oversight and field support •The expanded supervisor role supports critical-care transport, high-acuity calls and on-scene consultation •Planned for 2027: an additional 12- hour daily ALS ambulance, tentatively in the Chaska PSA CLINICAL CARE •Implemented prehospital blood transfusion for severe hemorrhage and traumatic injury •Expanded ventilator, invasive hemodynamic, IABP transport and medication capabilities •Added RSI and surgical cricothyrotomy. Point-of-care ultrasound implementation is underway ECPR MILESTONES •Original Mobile ECMO-CPR participant. The program's first neurologically intact survivor was from Chaska •Ridgeview reports Minnesota's first rural ECPR auto-launch program and a 60% neurologically intact survival rate •Ridgeview reports the nation's first rural ECPR field cannulation program and first successful field cannulation These advancements expand Ridgeview's ability to deliver critical care in the field and during transport. CHANHASSEN FIRE DEPARTMENT 13 16 Questions and discussion Emergency Medical Services in Chanhassen 17 City Council Item October 12, 2026 Item Discuss MSA Funding for Pleasant View Road Rehabilitation Project File No.ENG 26-03 Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Financial Sustainability SUMMARY Staff will give an overview of the funding for the upcoming Pleasant View Road Rehabilitation Project. BACKGROUND N/A DISCUSSION N/A BUDGET N/A RECOMMENDATION 18 N/A ATTACHMENTS Presentation - Pleasant View Road Funding update 19 Pleasant View Road Rehabilitation Project Funding Update City Council Work Session October 12, 2026 20 Project Overview •1.8 Miles of FDR street pavement rehabilitation o Existing pavement OCI in low 30’s o Not widening o Not adding trails or walks o Municipal State Aid designated street •Spot sanitary sewer and water utility repairs •Targeted stormwater management •Safety improvements 21 Project Schedule Step Date Order Improvements August 10, 2026 Potential Council Work Session (MSA Funding)October 2026 Final Design Fall 2026 Bid January 2027 Public Open House February 2027 Assessment Hearing/Award Contract February 22, 2027 Construction May – October 2027 22 Project Cost Review Notes: •~$3.7M in PMP savings from last year’s CIP •PMP is funded with revenue from Tax Levy, Franchise Fees, MSA, and Assessments Stage Total Street (PMP)Stormwater Sanitary Sewer Watermain 2026 CIP Budget $8,000,000 $6,800,000 $400,000 $400,000 $400,000 Feasibility Study Estimate $3,180,000 $2,820,000 $195,000 $110,000 $ 55,000 2027 CIP Budget DRAFT $3,600,000 $3,100,000 $250,000 $150,000 $100,000 23 MSA Funding Implications •City receives ~$1.6M annually in MSA funding o ~$1.15M of this is for Construction o ~$450k of this is for Maintenance •Project was programmed in the 2026 CIP with $6.8M in Street costs: o $2.3M in MSA dollars o $4.5M in other PMP dollars •Complexity and impacts of meeting MSA design standards or obtaining variances has created the need for a funding decision o Consider not utilizing MSA Construction $$ (Maintenance $$ could still be used) o Consider removing Pleasant View Road as an MSA route (1.8 miles could be designated elsewhere) o Consider modifying the scope of the project to align with MSA standards 24 Question for Consideration Should the city remove Pleasant View Road from the MSA system OR keep it designated as such? •There is no urgency to answer this question •Routine maintenance costs (sweeping, sealcoating, pothole patching, etc.) are covered by the General Fund (not the PMP Fund) regardless of designation o Traditionally assigned the MSA Maintenance money into construction projects •The next potential street to consider adding as an MSA route is W 78th Street between TH 101 and Dell Road (0.8 miles) •Pleasant View Road acts as a Collector and fits the MSA designation •We currently have 0.3 miles available for future MSA designation 25 Recommendation The reduction in project scope from a reconstruction to a rehabilitation has saved ~$3.7M in street costs and therefore covers the loss of the $2.3M in MSA funding Keep the current project scope as is Keep the MSA designation in the short term 26 City Council Item October 12, 2026 Item Future Work Session Schedule File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY October 26, 2026 Presentation of Capital Fund Budgets and 2027-2031 CIP Fire Department Planning (4 of 5) November 9, 2026 Presentation of Preliminary 2027 Utility Fund Budgets and 2027-2031 Utility Fund CIP November 23, 2026 Final Review of Proposed 2027 Levy, Budgets, and CIP for all funds Fire Department Planning (5 of 5) BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting 27 agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. The public is invited and welcome to listen to the presentations and discussion, but public comment is not taken at work sessions. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 28 City Council Item October 12, 2026 Item Southern Valley Alliance - Domestic Violence Awareness Month File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION Brady Juell, SVA Board President Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 29 City Council Item October 12, 2026 Item Approve City Council Meeting Minutes dated September 28, 2026 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Meeting minutes dated September 28, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Meeting minutes dated September 28, 2026. 30 ATTACHMENTS City Council Meeting minutes dated September 28, 2026 31 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES SEPTEMBER 28, 2026 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember Schubert, and Councilmember Kimber COUNCIL MEMBERS ABSENT: Councilmember von Oven STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Patrick Gavin, Communications; Manager; Jenny Potter, City Clerk PUBLIC PRESENT: Balakrishna Chintaginjala, 8982 Southwest Village Loop. Judy Harder, 541 West 78th Street. PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilmember McDonald moved, Councilmember Kimber seconded that the City Council approve the following consent agenda items 1 through 14 pursuant to the City Manager’s recommendations: 1. Approve City Council Meeting Minutes dated September 14, 2026 2. Approve City Council Work Session Minutes dated September 14, 2026 3. Receive Planning Commission Minutes dated July 7, 2026 4. Receive Environmental Commission Minutes dated July 8, 2026 5. Receive Park and Recreation Commission Special Work Session Minutes dated July 23, 2026 6. Receive Park and Recreation Commission Minutes dated July 28. 2026 7. Approve Claims Paid dated September 28, 2026 8. Consider Approval of GMP for the Chanhassen Community Center 9. Award Contract for Chanhassen Library Boiler Replacements 10. Award Contract for Well 7 and 13 Rehabilitation 32 City Council Minutes – September 28, 2026 2 11. Approve an Encroachment Agreement between the City of Chanhassen and the property owners at 3638 Agustin Trail (Lot 3, Block 1, and Outlot B, Boylan Shores, Common Interest Community Number 165) 12. Accept the resignation of City Manager Laurie Hokkanen 13. Request for Proposals for City Manager Executive Search Services 14. Ordinance 768: Amending Chapter 10 Liquor-Licensed Patio Seating, Temporary Expansion of Licensed Premises, and Code Numbering All voted in favor, and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. 1. Balakrishna Chintaginjala Citizen Action Request – Most-Favored-Nation Drug Pricing: What It Means for Chanhassen Balakrishna Chintaginjala, 8982 Southwest Village Loop, reviewed the current usage of GLP-1 drugs in the United States. He discussed the different drug prices in the United States and provided examples of drug savings with TrumpRx. Judy Harder, 541 West 78th Street, discussed the Learning Garden at the Chanhassen Elementary School. She discussed the Santa Vera Development and how they made a bald cut and wiped out the plants. She said a cottonwood that still survived was going to have a stormwater pond in its root zone. She reviewed the City Code and said that the post designating the property should not be squished. She said that the Comprehensive Plan discussed how nature defined Chanhassen, so she wanted to ensure that nature was protected. PUBLIC HEARINGS. 1. Resolution 2026-70: Approve vacating portions of the drainage and utility easement dedicated within Lot 2, Block 1, Halla Great Plains Addition Charlie Howley, City Engineer, reviewed the Halla Great Plains Addition. He noted that there was a planned house to be constructed at 9865 Raspberry Hill, which would require vacating a portion of the existing platted drainage and utility easement. Mayor Ryan opened the public hearing. There were no public comments. Mayor Ryan closed the public hearing. Councilmember Schubert moved, Councilmember Kimber seconded that the Chanhassen City Council approves a resolution authorizing the partial vacation of the drainage and 33 City Council Minutes – September 28, 2026 3 utility easement dedicated within Lot 2, Block 1, of the Halla Great Plains Addition Plat. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. 2. Resolution 2026-71: 2027 City Pavement Rehabilitation Project Improvement Hearing for City Project No. 27-01 Charlie Howley, Public Works Director/City Engineer, summarized the City Pavement Rehabilitation Project, which included approximately 3.4 miles of bituminous pavement rehabilitation within Tigua Lane, Chanhassen Estates, Bluff Creek Estates, and Lake Susan Hills. He stated that they were not approving the assessments tonight, but the final assessment amounts would be determined at the Assessment Hearing in the spring. He provided a preliminary assessment summary for the 548 properties to be assessed. He reviewed the public engagement effort for the project. He discussed the project schedule and reminded the City Council that they were not talking about specific design decisions tonight. Mayor Ryan opened the public hearing. There were no public comments. Mayor Ryan closed the public hearing. Mr. Howley said that the next public venue for the project would be the open house. Councilmember Kimber moved, Councilmember McDonald seconded that the Chanhassen City adopts a resolution accepting the feasibility study, ordering the improvements, and authorizing preparations of plans and specifications for the 2027 City Pavement Rehabilitation Project No. 27-01. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. GENERAL BUSINESS. None. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. None. Councilmember Schubert moved, Councilmember McDonald seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 7:29 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 34 City Council Item October 12, 2026 Item Approve City Council Work Session Meeting Minutes dated September 28, 2026 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Work Session Meeting minutes dated September 28, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Work Session Meeting 35 minutes dated September 28, 2026. ATTACHMENTS City Council Work Session Meeting minutes dated September 28, 2026 36 City Council Work Session Minutes – September 28, 2026 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES September 28, 2026 Mayor Ryan called the work session to order at 6:30 P.M. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember Kimber, Councilmember Schubert COUNCIL MEMBERS ABSENT: Councilmember von Oven STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Patrick Gavin, Communications Manager; Eric Maass, Community Development Director; Jenny Potter, City Clerk PUBLIC PRESENT: City Manager Transition Discussion The Chanhassen City Council discussed plans Monday for a smooth transition following City Manager Laurie Hokkanen’s resignation. Ms. Hokkanen, who returned to Chanhassen as city manager in 2021 after previously serving as assistant city manager, has accepted the city manager position with the City of Edina. Her final full-time day with Chanhassen will be Dec. 4. In her resignation letter, Ms. Hokkanen wrote “I leave Chanhassen with gratitude and pride” and that “Chanhassen is well-positioned for what comes next.” The City Council discussed the appointment of an interim city manager and the search for a permanent replacement. City leaders have been planning for the transition and have identified a preferred interim candidate with extensive city management and interim leadership experience. The interim manager would help maintain continuity, support city staff and ongoing projects and remain in place until a permanent city manager begins. The City Council is expected to consider an interim manager contract at its Oct. 12 meeting. Under the proposed timeline, the interim manager would begin transition work during the week of November 30 and formally start Dec. 7. The city anticipates the interim manager remaining in the role until a permanent city manager is hired, currently expected in April or May. The city is beginning a competitive process to select a professional search firm to assist with recruiting Chanhassen’s next permanent city manager. The City Council will ultimately select both the search firm and the city’s next permanent manager. The transition is designed to provide continuity in city operations while giving the City Council time to conduct a thorough search for Chanhassen’s next city manager. Mayor Ryan adjourned the work session at 6:52 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 37 City Council Item October 12, 2026 Item Receive Planning Commission Minutes dated September 15, 2026 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated September 15, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION The City Council receives the Planning Commission minutes dated September 15, 2026. 38 ATTACHMENTS Planning Commission minutes September 15, 2026 39 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES SEPTEMBER 15, 2026 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Jeremy Rosengren, Ryan Soller, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: Vice Chair Steve Jobe. STAFF PRESENT: Rachel Arsenault, Planner II; and Eric Maass, Community Development Director. PUBLIC PRESENT: Carly MacGowan 845 Ponderosa Drive Rick McKelvey Hempel Real Estate John Gilbert 1641 Jeurissen Lane Bill Hamilton 1540 Avienda Lane Valerie Agnew 9164 Mills Drive Wendy Sullivan 9044 Mills Lane PUBLIC HEARINGS: 1. CONSIDER A FRONT YARD SETBACK VARIANCE TO CONSTRUCT A DECK AT 6871 NEZ PERCE DRIVE Rachel Arsenault, Planner II, reviewed the setback variance request for 6871 Nez Perce Drive. She stated that the proposed deck was to be placed 17 feet from the property line due to the angle of the house. She said it met the requirement on Nez Perce Drive but needed a variance request from Ponderosa Drive. It would be an 8-foot variance from the required setback. She summarized the variance criteria and said that the staff supported the request. Commissioner Rosengren said that they were expanding the level of non-conformity. He asked what allowed the expanded non-conformity. Mrs. Arsenault answered that the lawful non- conformity was the front yard setback. The deck was a reasonable request, as the property owner did not construct the original house. The plight was not created by the landowner, and the request was reasonable. Commissioner Rosengren said that they were moving the non-conformity from 18 feet to 17 feet. Community Development Director Eric Maass responded that the variance request allowed the Commission to consider the option. 40 Planning Commission Minutes – September 15, 2026 2 Commissioner Rosengren clarified that this was not a variance on top of a variance. Mr. Maass explained that the lawful non-conforming clause would be applied to anything existing today. To expand lawful non-conformity requires a variance. Chair Noyes said that, given the age of the property, it seemed like a reasonable request. Chair Noyes opened the public hearing. Carly MacGowan, 845 Ponderosa Drive, stated she had no issue with her neighbor building a deck. She thought it would look great. Chair Noyes closed the public hearing. Commissioner Trevena moved, Commissioner Grover seconded that the Chanhassen Board of Appeals and Adjustments approves the request for a front yard setback variance for the property located at 6871 Nez Perce Drive. All voted in favor and the motion carried with a vote of 6 to 0. 2. AVIENDA PLANNED UNIT DEVELOPMENT (PUD) ORDINANCE AMENDMENT Mr. Maass said that the purpose of today’s hearing is to make a recommendation to City Council. It was a request to amend the Avienda PUD. He summarized the request and site context. The Commission’s role is to review 11 requested amendments, hear public testimony, and recommend action to the City Council. Mr. Maass provided an overview of the site and said that there were 11 amendment requests. The first requests were related to the commercial program and included an accessory fuel island to the grocery store, a sporting-goods or entertainment co-anchor up to 60,000 square feet, broadening the entertainment definition, and expanding the eastern stormwater pond. The land use amendment request included revising district boundaries. The land use proposed amendment includes allowing a vertical mixed-use building in District 1 with up to 200 apartment units and a minimum of 7,500 square feet of leasable commercial space in the northeast corner. The site design and public realm amendments included a 15-foot Building D setback for internal green space and space for pedestrian connections. The developer would relocate some buffer plantings to the interior while meeting landscape expectations. The wayfinding requests included adjusting the signage to include 8 panels with 64 square feet. The staff did not support the request for a large off-premises Highway 212 Directory Sign. Mr. Maass stated that they were at the PUD ordinance level, but they wanted to provide a good sense of what the future site plans would look like. He reviewed the Avienda PUD Central Entertainment and different renderings of the site plan. He stated that the staff supported most requests, excluding the 30-foot off-premises sign. He invited the applicant to come up and provide information. 41 Planning Commission Minutes – September 15, 2026 3 Rick McKelvey, Hempel Real Estate, said that the Avienda project had been in the works for a long time. He said it was a neat project for the city, and they have put a lot of work into it. They hoped that the community had seen a difference in management in the last two months since Hempel Real Estate began to partner with Level 7 Development. They held a community meeting recently, and he received a round of applause, which showed that the community is ready for the development. They are looking at a grocery-anchored shopping center, which is hard to create. They were trying to see how they could make the project happen today, so they were seeking to secure a lease with Coborn’s. He said that the grocery traffic was dependable, so stores liked to be a part of this traffic generation. He stated that the building depths were sized to tenants, so they are confident in filling the shopping center with viable uses. There are three items in the PUD amendment requests that are critical to the project moving forward, including the fuel station. They need to design things to be cost-effective so that the rents are viable. The stormwater ponding was another needed amendment, as the Riley Creek Watershed regulations are very intense. The final necessary item was signage, because the public needs to know the retail tenants located in the Planned Unit Development. He thought that the sign requested in the southeast corner is necessary for the community, since otherwise people would not know the retail spaces were there. They would seek city approval for the designs of the signs, and they wanted them to look classy and modern. The applicant felt confident delivering a great product to the city. Commissioner Rosengren asked about the water feature and whether it would have an additional feature, such as fishing or skating. Mr. McKelvey answered that it was a stormwater pond, so the levels would bounce. This would raise concerns about the stability of an ice sheet. They did not have any other intended uses currently. Commissioner Olmstead asked how the 768 units were arrived at. Mr. Maass answered that it was based on the townhomes and rowhomes and presumed apartment buildings. Commissioner Olmstead questioned if the missing 204 units were always going to be senior units, or if there was flexibility. Mr. Maass responded that at least one of the units was anticipated to be for senior living. Commissioner Olmstead asked if the 410 housing units being built with the Avienda Apartments project currently under construction would fill in five years. Mr. Maass answered that it was unknown if there would be demand, but in the event another commercial anchor can’t be secured and there is demand, they are asking for it to be put in the ordinance. Commissioner Olmstead clarified that they were giving the developer flexibility. He asked if Coborn’s would be built by itself. Mr. Maass said that the staff understanding was for a preliminary plat and site plan to be submitted for the Coborn’s project, and any additional building construction timing would be based on market demand. Mr. McKelvey answered that they were going to submit a site plan in 2027. It was a scenario that Coborn’s could be built stand-alone, but they intended to build two smaller boxes to the east and west to build the anchor retail space. 42 Planning Commission Minutes – September 15, 2026 4 Commissioner Olmstead asked about underground parking if there would be an apartment. Mr. Maass said that the apartment was currently drafted as a conditional use and that such a condition could be placed on that aspect if developed in the future. Commissioner Rosengren asked for clarification about where the apartment building flexibility would be added. Mr. Maass answered that it was intended to be in the northwest corner of District 1, but they did not have any drawings to that effect. Chair Noyes opened the public hearing. John Gilbert, 1641 Jeurissen Lane, said he was okay with the fuel island. He asked if the stormwater pond was considered entertainment or a nice place to look at. Entertainment was described as walkways and bike paths. He did not know if the gathering areas would be private. He asked if they could take some recommendations out and give them to them later down the road. He discussed the hotel numbers, which were included in the housing. He was watching the housing morph again, and they added additional homes. He said that they had to be careful how flexibility could morph into something else that would be less beneficial for more people. He asked if the stormwater pond plan would solve the issue, or if they would kick water back to the city. He requested that the decision not be short-sighted. Bill Hamilton, 1540 Avienda Lane, said that they invested heavily in Avienda. He requested that there be a lateral berm with landscaping. He thought that the whole essence of the pond was to provide walkability. The berm would provide some privacy so that you were not just looking at a parking lot. He thought that Coburn’s would be a good fit for the development. Valerie Agnew, 9164 Mills Drive, said that it was not shared that the northeast corner would potentially become apartments. The community was concerned, and there was a lot of discussion about retail use. It would take away from the attraction if they put in more apartments rather than retail space. Wendy Sullivan, 9044 Mills Lane, said she was concerned since there was no green space, which she was looking forward to. She asked whether adding more apartments would require more stormwater retention. She was concerned about the northwest corner because it was supposed to be a bank but now was to be more housing. Chair Noyes closed the public hearing. Commissioner Trevena clarified what they were approving tonight. She asked if they were approving individual site plans. She wanted to make sure they were mindful of pedestrian access throughout the planned unit development. Mr. Maass answered that they were approving the zoning ordinance and setting up the rules for future development and not individual site plans. The planned unit development considered the public realm, which includes restaurants, sidewalks, and more, to set the stage for future development and future site plan approvals. He 43 Planning Commission Minutes – September 15, 2026 5 said that the planned unit development had a concept for future development. The staff report outlined several adjustments to the plan, like adding the trail to the north side of Lyman Boulevard. The planned unit development did not allow residential use within the proposed district near the community center. Commissioner Trevena said that the applicant would retain more flexibility if the retail concept did not move forward. She asked about the benefit of approving the residential option now instead of in the future. Mr. Maass answered that they were asking for feedback and that part of the request was received with the application. He said that the proposed apartment in District 1 was different than the current apartment that was being constructed. He said that there was flexibility and opportunity, but they did not need to approve the request at this time. Commissioner Trevena asked who would maintain the stormwater pond. Mr. Maass responded that it is to be privately maintained. He said that the stormwater ponds are set up as regional stormwater ponds, which was appropriate for a development like Avienda. Commissioner Soller asked about the residential units. He said that the 7,500 square feet of commercial space had to be there first, and the apartments had to be above it. Mr. Maass confirmed this information. He said that the second large box was 60,000 square feet of retail space. He noted that the 60,000-square-foot roof would be impervious, and they did not anticipate the apartment project creating additional stormwater. Commissioner Soller confirmed that the junior boxes were 1,200 square feet. He was trying to understand what the footprint would be, and it seemed smaller than what they were looking at. He asked if the parking requirements were already carved out in the planned unit development, or if they followed the standard parking requirements. Mr. Maass answered that the planned unit called out the city’s parking standards but allowed for flexibility based on the complementary uses for the site. Commissioner Soller said that the cap of the whole planned unit development for housing is 768 units, and the current number approved to be built is 504 units. He asked if this was designed with the firm cap of 768 units in mind. He said that residents often voice concerns about traffic. Mr. Maass answered that the intent of the cap is based on the ordinance. The 504 units are already approved for construction. The drafted planned unit development would reduce the cap from 768 to 704. The northwest corner of District 1 is anticipated to be a bank. Commissioner Soller said that there are no other places in the development to build residential units. Mr. Maass confirmed it was the only other place currently offered as potentially being developed with a residential component in the future. Chair Noyes said that there is less retail shown than he anticipated. He wanted to be cautious, as it seemed to be leaning less toward a balance between retail and housing. He thought it would change the dynamic. Commissioner Grover asked about the sign on Highway 212, since it does not look like a billboard. He was sympathetic to the developer, as brick-and-mortar is struggling. He was 44 Planning Commission Minutes – September 15, 2026 6 interested in the rationale for not supporting the proposal. Mr. Maass said that they do not allow for off-premises signs. The staff are not opposed to the option and would take direction from the Planning Commission if they thought it should be included. Chair Noyes said that they need to not be shortsighted about signage as it relates to the community center. He suggested thinking of a strategy for the two developments that are right next to each other. Commissioner Soller asked if the signage fell within the boundary of the planned unit development. Mr. Maass answered that it was not specifically planned out, but it would be as far southeast as possible. They did not have the exact survey for the location. Commissioner Soller asked if it would be two-sided and visible to traffic on Highway 212. Mr. Maass responded that they did not have a conceptual image of what the sign would look like. The ordinance would call for uniformity in the signage, so he thought it would look similar to the directory tenant panels. Commissioner Soller said that they want people who did not live in Chanhassen to come into the development and utilize the retail. They don’t want billboards lining Highway 212, but he asked if they could do additional research or receive additional information on other suburbs that already have developments like Avienda. He thought other developments might have signage. They did not want it to be billboard-like. Mr. Maass responded that the applicant was proposing a sign with 8 tenant panels on the directory sign. That would set up the framework for the size of the sign, and the aesthetics would be based on the rest of the signage in the development. The specific information could be handled in the site plan approval. Commissioner Soller asked what degree of latitude the city has in mandating the materials. Mr. Maass answered that it was based on the standards outlined in the planned unit development ordinance. Commissioner Soller said it was not in the proposed red lines, as the staff did not recommend a sign amendment. Mr. Maass answered that the staff could add the information back into the plan. Commissioner Rosengren said that they would consider if there was a way to better advertise the new development and draw people in. He was not in favor of recommending approval of something that the staff does not support. Commissioner Trevena suggested further exploration of the topic. She was surprised at how much they were shifting away from retail, but there were ten or eleven potential retail spaces in addition to the grocery store and the bank. She did not think it was skewing toward residential. Mr. Maass said that the applicant would like to address the Planning Commission. 45 Planning Commission Minutes – September 15, 2026 7 The applicant said that the proposed plan reflected 220,000 square feet of retail, so even if they reduced Building C from 60,000 square feet to 7,500 square feet, it would still exceed the current retail in the planned unit development. He said that the apartment building in the center had two more years of construction and another year of leasing. They were talking about that corner being a mixed-use residential building in three to four years down the road if that lot was vacant. They would not build another apartment building if they had not leased the existing apartments. Chair Noyes said he would hope that they were looking for a 60,000 square foot retailer in the northeast corner. He asked about the number one priority toward the development of the corner. The applicant answered that they wanted it to be a retail aspect, but they wanted to future-proof it in case that ideal use did not materialize. He thought an apartment building was speculative that they could control, and they could build it with a 7,500-square-foot commercial space. It was more critical to have the sign and visibility on Highway 212, as every retail tenant that they spoke to would ask about signage. Commissioner Trevena said she works in real estate. She said that Avienda had been on the radar for many retail options. She said retail users want to be attracted to the market, and the signage was a question that was brought up. Commissioner Rosengren asked for more research to be completed about the signage. He did not think the Planning Commission was the right time to decide the signage. He wanted to reconsider the request once they had additional information. Mr. Maass said it would be helpful for the staff to know what information would be helpful to know. Commissioner Rosengren said that they were being told that the signage is critical for attracting commercial tenants to the project. The code does not allow for the sign, so how would they rationalize that approval. He wanted to know how they could adjust the code without being strong-armed by one planned unit development. Commissioner Grover suggested a rendering showing the view from Highway 212 with a proposed sign and what you can see of the development from Highway 212 would help make the decision. He thought it would be helpful to advertise the grocery store and restaurants that are available in Avienda. Chair Noyes said that there was another development coming in right next to it, so they had to consider the signage for both options. They needed to think about what would be expandable and cover the needs of the other development. Mr. Maass said that the planned unit development allowed the city to deviate from the City Code. They could write the rules for how the signage would be regulated in Avienda. He stated that the 30-foot height was something proposed by the applicant, but they did not have information about the proposed height. He stated that they could do additional engineering around the sign, since he was not hearing strict opposition to the sign. Commissioner Rosengren said he would vote against the sign if he had to vote for or against it tonight. He was not opposed to the sign, but he needs more information. 46 Planning Commission Minutes – September 15, 2026 8 Commissioner Olmstead asked if they approve of the recommendations tonight, whether or not the City Council would know that the Commission has misgivings about the rejection of the sign. Mr. Maass answered that the Planning Commission minutes are taken and included in the packet, and the City Council would receive a summary of the discussion. The information would be relayed to the City Council. He said that they could gather additional information from the applicant to provide to the City Council for their meeting. Chair Noyes discussed the walkability. He said that when they have between 500 and 700 units, there would be a lot of people walking around. He wants to make sure that what you see while walking makes sense. It doesn’t make sense to look into a parking lot. He thought that there are thoughtful processes that needed to be considered when thinking about how it would tie into neighborhoods to the west and the Community Center. Commissioner Rosengren said that the 200 units were not a critical ask from the developer, and they would not even be considered for another three to four years. He asked whether there was a reason it needs to be included in today’s requests. Commissioner Rosengren suggested tabling that item until they know how the development progresses. Mr. Maass answered that the city was not required to approve any aspect of the request. The applicant wants some semblance of authorization for a backup plan. It would be allowed as a conditional use, but the preliminary plat, site plan, and conditional use permit would still have to be approved by the city. It is not often that a conditional use permit would be denied, but it is possible. Commissioner Rosengren asked if there was any reason to pass the amendment today rather than in the future when it becomes clearer if the applicant needs to go in a different direction than planned. Mr. Maass answered that it was a policy decision by the city. He said that the Planning Commission was a recommending body and the City Council was the acting body for such a policy. The staff were looking to the policymakers for direction. They were trying to understand if they were comfortable including it today or if they would like to see it in a future planned unit development amendment. Commissioner Soller asked why the staff included it in the amendment request now. Mr. Maass answered that it was not the staff’s position, but the developer’s request. It had not been previously discussed in City Council work sessions. The staff’s position is to provide data and information, such as the current ordinance, and provide the information to the policymakers for a recommendation. Commissioner Soller said it was written into the redlined ordinance, so if they adopted the ordinance as it was written in the packet, it would include the option. Mr. Maass answered that it was included so the Planning Commission could see how it would be listed if approved. The staff specifically listed it as a conditional use in the district rather than a permitted use. Chair Noyes asked if there was a reasonable date that could be identified that would say that the applicant made all reasonable efforts to find a commercial tenant for the 60,000 square feet space 47 Planning Commission Minutes – September 15, 2026 9 and after that time, the 7,500 square foot and 200-unit apartment was an option. He believes the number one priority should be to find retail. He thought that they were giving them a license to say they made an effort and move to residential. He did not want them to give up on the dream too early in the process. Mr. Maass answered that they could put a timeline for such a use. The city would have the authority to place a timeline on it, but he would have to ask the attorney for more information. They have the condition to build a sit-down restaurant by the central pond before they seek approval to build an accessory drive-through or fast casual. This was one example of a phasing requirement. The city attorney does not take issue with this option. They would look to the Planning Commission for a date, but the term reasonable was difficult. Chair Noyes said that his feedback to the City Council would be to figure out a date with a trigger point that would allow for a change in strategy in the northeast corner. Commissioner Rosengren believes the Commission should table that portion of the amendment for future discussion. Commissioner Soller asked if they could do a map of District 1. He said that the ordinance did not specifically dictate where in District 1 it would go, but it likely fit in the northeast corner. The policy decision they were making today did not specify where it would go. He asked if there was flexibility in the design where it was not mutually exclusive and they both fit. He asked if it was either/or for the 60,000-square-foot retail or the mixed-use space, or another option in the future. Mr. Maass clarified that it is drafted to be in the northeast corner of District 1. An apartment could not pop up in the southwest corner. If it is not drafted that way, it could be in terms of the specific location and impact on the site plan. Commissioner Soller asked if it was addressed somewhere else. He said it doesn’t specify the northeast corner on page six. Mr. Maass answered that it was noted, and if it was something that a majority of the Planning Commission was in favor of including to restrict it geographically, they could give direction to the staff to amend the option. Commissioner Soller asked if the space limited it to one option because of parking, or if there is a version where multiple options could be put into the plan. The applicant answered that the only location that they would consider a mixed-use residential development is in the northeast corner. It was the largest unknown use. Commissioner Soller asked if the ship sails on one and they go in the direction of the mixed-use residential, this site could not have retail in the future. He asked if retail was an option at a smaller square footage. The applicant answered that there would be no more room for any use in the quadrant if they built the mixed-use option. Commissioner Soller wants to understand the reality of the site. The site is better off in the flexible hands of the development team, and with fewer regulatory hands they had to be under in 48 Planning Commission Minutes – September 15, 2026 10 the next five years. Both options fall under the concept and the vision for what they are trying to achieve at this location. He thought that Plan A holds a greater incentive to the development team. He did not think they had to hold back. Commissioner Rosengren said he disagreed with that statement. He thought that by making the decision now, the city would cede any control over what would happen to the development. They were taking the word that their interests were aligned. He did not think they were being forced to make the decision right now. He suggested tabling the amendment to some time down the road when it is clearer how the development is being used. He did not think it made sense to make the decision today, as the city would lose the option to have an opinion down the road. The applicant said that there is already a sign intended for the location. He said that there is a large Avienda sign. He liked the idea of a shared sign for the community center and the Avienda development. He put together a rough drawing for Mr. Maass a few weeks ago. He said that the site was unique, but it was not visible from the primary roadway alongside the site. He did not know of any other grocery store that was either not visible from the road or had a sign. It would be a concern for potential retailers. He provided an example of the Central Park Commons in Eagan that has an extraordinary amount of signage, including one sign at the main intersection listing all the major tenants in the building. It is an important sign. Chair Noyes asked for help understanding where the private enterprise ends and the public use begins related to the public space, such as whether the tables could be used by people. He said he noticed there were a couple of different colors of the concrete. He wanted to know what the public and private space was like. Mr. Maass answered that there were a few fenced patio spaces, which would be the private patio seating areas. The unfenced seating areas are largely public. The staff’s intention is for the space to be for people to come and spend time. They hoped that people would shop at the businesses but also come and enjoy the gathering space. Commissioner Olmstead said that they were not giving up any leverage if something changes. The mixed-use facility would have to go before the Planning Commission again since it is a conditional use. It would give the flexibility to the developer in the future and the Planning Commission the final say in the future. Chair Noyes said he would like to see one more gate they would have to go through, such as timing or how they show effort. He would like to see the focus on retail for some point in time. It was a much easier and more controllable process for the housing units. He is assuming that the other apartments would be leased, but he would like that to happen eventually after they went through the process of putting a cool retail feature in the place. Commissioner Soller asked if it was a deal breaker for members of the commission, and it did not feel like a hill that he wanted to stand on. The developer could wait them out. It would not matter if they passed it tonight. The developer could return to the Planning Commission. He liked to give deference to future planning so it would keep moving forward, but he was wary of regulatory overhead at this point. He often hears about the need to keep the project moving. The project was high-quality. He asked if they would like to make it a formal proposal. 49 Planning Commission Minutes – September 15, 2026 11 Chair Noyes asked if they could pull up the eleven points, see what they would have a split vote on, and talk them out. Mr. Maass pulled up the eleven amendment points. He said that the first request regards allowing a grocery fuel island as an accessory use of the grocery store, which would include four double- sided fuel pumps. Commissioner Soller said it seemed different than a gas station. He asked about electric charging stations and if they needed to be considered a separate element or were put under the umbrella of a gas station. Mr. Maass answered that the difference between an EV Charger and gas pumps is the real estate they require. If a future tenant wanted to put in EV stalls, they could propose that in their site plan. It did not need to be considered as a policy decision at the current stage, but if the city wants to take the position that they need to have a set amount of EV chargers, they could put that in the requirements. He would not recommend a required set number of EV chargers. Mr. Maass said that the second amendment was the second primary regional stormwater pond and to increase the size of the eastern pond. Chair Noyes clarified that the ponds were a math issue and how much volume they needed from a stormwater perspective. Mr. Maass confirmed this and said it was not just a pond but also had the amenities around it. Mr. Maass said that amendment number three adjusts the definition of entertainment to read as amusement, recreation, hospitality, food service, and outdoor public gallery space. It also removes car wash from Section B design standards and as a permitted use in Section C. Chair Noyes said that there were no issues with that option. Mr. Maass stated that amendment number four amends the retail sale standard to add a sporting goods store or entertainment use up to 60,000 square feet of any single store. Chair Noyes said it did not bring the housing part into it, so that amendment is good. Mr. Maass said that amendment five gets into the potential use of the mixed-use in District 1, with no more than 200 dwelling units and no less than 7,500 square feet that would be leasable and open to the public and would be allowed as a conditional use. Commissioner Trevena agreed with Commissioner Soller and Commissioner Olmstead to let the market dictate it, knowing that they had potential future backstops. Chair Noyes noted the potential differences. Mr. Maass said that request number six aligns with number five, to read as apartment buildings with mixed-use buildings. They would not like number six to move forward if number five does not go forward since they were linked. 50 Planning Commission Minutes – September 15, 2026 12 He stated that amendment number seven allows for the wayfinding signs to allow for up to eight tenant panels with a maximum combined tenant panel of 64 square feet. Chair Noyes clarified that no one had issues with this option. Mr. Maass reviewed proposed amendment eight, which would allow for a large, off-premises directory sign to be visible from Highway 212. Chair Noyes said that they agreed that something should happen, but they needed a strategic approach with the development coming from the community center. He said that the Planning Commission would need more information. Commissioner Rosengren clarified that the city staff were not in agreement with that option. Mr. Maass responded that they were not, but they would take direction from the policymakers, and they would not lose any sleep over such a direction. Commissioner Soller asked if it was currently in the red-line change. Mr. Maass answered that they could fine-tune that draft motion based on the discussion. Commissioner Soller asked how challenging it would be to bring the option up as its own ordinance amendment and how challenging that process would be. He wants to solve it as quickly as possible if it hampers tenants. Mr. Maass said that it seemed there was support for the sign, and he would recommend directing the city staff to work with the applicant before going to the City Council. Mr. Maass said that it was a singular land use application, so he would recommend a singular motion and vote. If there was a split recommendation by the Planning Commission on the request, it would be a split vote on the amendments themselves. Chair Noyes wants to make sure that his position is directed to the City Council so that when they reviewed the information, they would understand that they had mixed thoughts on the items. Mr. Maass responded that the Planning Commission’s discussion on the mixed-use apartment and the sign with visibility to Highway 212 could be a condition of the staff report. They could recommend approval with the conditions outlined in the staff report, as well as additional renderings or information specific to the off-premises directory sign and fill in the blanks of the mixed-use development. That would capture the general concern with the discussion. Chair Noyes clarified that Mr. Maass could help draft the motion. Mr. Maass said that amendment number nine reduces the setback to 15 feet, which would give more breathing room for sidewalks and landscaping, and shared that staff supports that item. The amendment number ten relates to the required buffering and landscaping along Lyman and Powers Boulevard. The calculations would be the same, but they could relocate some of the plantings in the center of the development to benefit the residents and protect the views to Powers and Lyman. 51 Planning Commission Minutes – September 15, 2026 13 The eleventh and final amendment authorizes shared parking within the development. Mr. Maass summarized that there was general agreement for numbers 1, 2, 3, 4, 7, 9, 10, and 11. There was additional discussion and concern on amendments 5, 6, and 8. Commissioner Soller asked if everyone agreed that something should happen for the large off premise directory sign, but they had not determined what. They were down to items 5 and 6. Commissioner Rosengren said he did not want to vote in favor of amendments 5 and 6. It was not that he did not support the idea by the applicant, but that it is being requested prematurely. He leaned in that direction to provide flexibility, but it was not a requirement or urgent. It did not need to happen for everyone to feel good about the option. He said given that statement, he wanted to wait until they had more information in front of them to make a better decision about the proposal. Chair Noyes asked for Mr. Maass’ guidance on the mechanics. He asked if not voting on it was the same as voting no on the entire item. Mr. Maass answered that an item within the request could be pulled out and not acted upon. It was a part of the land use application, which they are statutorily required to act upon within 60 or 120 days. If the Planning Commission doesn’t want to act on the decision, they could either provide no recommendation, a recommendation of denial, or a split recommendation of approval and denial. The City Council needs to act on the portion of the land use application within that timeline. He worked on the draft motion and displayed the option to the Planning Commission. Chair Noyes asked if the conditions stated by the Planning Commission would be accurate. Mr. Maass said he has a clear understanding of number 8 for the signage and what the Planning Commission wanted, but there was a mixture of opinions for amendment numbers 5 and 6. He thought it was included, but whether it should be a conditional use or permitted use, and the timing of when it would have to be constructed. He would like more specific feedback, which would be captured as the conditions outlined by the Planning Commission. Commissioner Soller said that it seems the best option to pass on to the City Council is a split- motion. He wants to get it passed as a recommendation from the Planning Commission. Chair Noyes said it is important to get information to the City Council about what they agreed with, that they needed more information on number 8, and that there was disagreement on numbers 5 and 6. He did not want to have a split vote, as it sends the wrong message. Commissioner Grover asked if the concern was the timing. Chair Noyes said that he wanted to go through a set period to work through the process. Commissioner Grover clarified that anything like a timeline would have to go to the attorney. Mr. Maass confirmed this information and said that a tool the Planning Commission could choose to recommend approval for items 1 through 4 and 7 through 11 and direct staff to carry forward the ideas generated this evening on items 5 and 6. 52 Planning Commission Minutes – September 15, 2026 14 Chair Noyes said that they were in general agreement on number 8, but more information is needed. He asked how the Planning Commission felt about the word-smithed motion. Mr. Maass said that the recommendation would move forward at the October 12 City Council meeting. Commissioner Rosengren moved, Commissioner Trevena seconded that the Chanhassen Board of Appeals and Adjustments motion to adopt the attached Findings of Fact and Recommendation recommending approval of the requested Planned Unit Development Ordinance Amendment, subject to the conditions included in the staff report dated September 9, 2026, and conditions stated by the Planning Commission with respect to Request Number 8 for signage, but does not provide a formal recommendation for Requests 5 and 6 for mixed-use apartment and directs staff to summarize the Planning Commission’s discussion for City Council’s consideration. All voted in favor and the motion carried with a vote of 6 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JULY 7, 2026 Commissioner Grover moved, Commissioner Olmstead seconded to approve the Chanhassen Planning Commission summary minutes dated July 7, 2026, as presented. All voted in favor, and the motion carried unanimously with a vote of 6 to 0. CITY COUNCIL ACTION UPDATE: Eric Maass highlighted the new City Center Park, which is now open for use. They were waiting for a final state electrical inspection for the splash pad. Projects continued at the Harlow and the Bennett, with Harlow anticipating leasing late this year or early 2027. A vast majority of the Harlow exterior materials have been constructed. It was exciting to see these two items move forward. June 15, 2027 is the target date to open the first of two phases for the Avienda Apartments project. They had the formal groundbreaking for the Chanhassen Community Center at Avienda, and they are excited to get the project underway. They had several community engagement events, and there is a survey available for community members to help mold the Comprehensive Plan. ADJOURNMENT: Commissioner Trevena moved, Commissioner Soller seconded to adjourn the meeting. All voted in favor and the motion carried with a vote of 6 to 0. The Planning Commission meeting was adjourned at 8:19 p.m. Submitted by Eric Maass Community Development Director 53 City Council Item October 12, 2026 Item Approve Claims Paid dated October 12, 2026 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated October 12, 2026." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on October 12, 2026: Total Claims $3,070,654.05 BUDGET RECOMMENDATION 54 ATTACHMENTS Payment Summary Payment Detail 55 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount ANDREA WICKLUND 09/23/2026 0.00 4,569.75 CENTERPOINT ENERGY MINNEGASCO 09/23/2026 0.00 2,953.95 CenturyLink 09/23/2026 0.00 65.41 MINNESOTA RURAL WATER ASSN 09/23/2026 0.00 150.00 VERIZON WIRELESS 09/23/2026 0.00 190.20 XCEL ENERGY INC 09/23/2026 0.00 13,592.18 24 Seven Events & Marketing Inc 09/24/2026 0.00 2,500.00 3RD LAIR SKATEPARK 09/24/2026 0.00 510.00 Advanced Engineering & Environmental Services, LLC 09/24/2026 0.00 441.00 CAMPBELL KNUTSON 09/24/2026 0.00 17,882.40 Carver County 09/24/2026 0.00 7,355.00 Cozen O'Connor 09/24/2026 0.00 1,949.50 Dan Pierce 09/24/2026 0.00 216.00 Earl F Andersen Inc 09/24/2026 0.00 13,704.70 ECM PUBLISHERS INC 09/24/2026 0.00 82.00 GONYEA HOMES 09/24/2026 0.00 2,500.00 GYM WORKS INC 09/24/2026 0.00 576.50 HAWKINS CHEMICAL 09/24/2026 0.00 6,066.78 Health Strategies 09/24/2026 0.00 6,452.00 Holton Electric Contractors LLC 09/24/2026 0.00 642.16 Jeff Nourse 09/24/2026 0.00 2,180.00 KIMLEY HORN AND ASSOCIATES INC 09/24/2026 0.00 48,849.97 LEAGUE OF MN CITIES INS TRUST 09/24/2026 0.00 66,419.00 Nuss Truck & Equipment 09/24/2026 0.00 188,462.96 P & L AUTOMOTIVE 09/24/2026 0.00 2,932.06 Patricia Besser 09/24/2026 0.00 4,036.00 Pioneer Athletics 09/24/2026 0.00 2,401.26 Premium Waters, Inc 09/24/2026 0.00 22.87 Scott Steinkamp 09/24/2026 0.00 1,397.00 SHERWIN WILLIAMS 09/24/2026 0.00 377.56 SM HENTGES & SONS 09/24/2026 0.00 4,463.80 Sophia Martin 09/24/2026 0.00 140.00 SPS Works 09/24/2026 0.00 102.04 VIKING ELECTRIC SUPPLY 09/24/2026 0.00 55.80 Water Conservation Services, Inc. 09/24/2026 0.00 693.48 WM MUELLER & SONS INC 09/24/2026 0.00 264.68 CCP NI MASTER TENANT 4 LLC 09/30/2026 0.00 7,874.07 MN DEPT OF HEALTH 09/30/2026 0.00 32.00 MN VALLEY ELECTRIC COOP 09/30/2026 0.00 8,105.03 Nokomis Energy, LLC 09/30/2026 0.00 8,578.87 Potentia MN Solar 09/30/2026 0.00 9,521.95 Thomas Retka 09/30/2026 0.00 450.00 VERIZON WIRELESS 09/30/2026 0.00 4,041.02 XCEL ENERGY INC 09/30/2026 0.00 45,161.77 Page 1 of 3 56 Vendor Name Check Date Void Checks Check Amount Adam Loken 10/01/2026 0.00 1,300.00 Ador LLC 10/01/2026 0.00 3,650.00 All Seasons Building Co. 10/01/2026 0.00 500.00 Alliance Builders 10/01/2026 0.00 5,500.00 American Family Life Assurance Company of Columbus 10/01/2026 0.00 85.02 AMERICAN TIRE DISTRIBUTORS INC 10/01/2026 0.00 491.20 ARAMARK Refreshment Services, LLC 10/01/2026 0.00 413.54 Arbor Haus LLC 10/01/2026 0.00 1,000.00 Armitage Homes LLC 10/01/2026 0.00 1,500.00 ARTCRAFT HOMES INC 10/01/2026 0.00 2,600.00 ASPEN MILLS 10/01/2026 0.00 213.17 Atlantis Pools 10/01/2026 0.00 3,500.00 Barr Engineering Company 10/01/2026 0.00 3,980.00 Blakeborough Hardscapes LLC 10/01/2026 0.00 500.00 BRAUN INTERTEC CORPORATION 10/01/2026 0.00 5,403.00 BROADWAY AWARDS 10/01/2026 0.00 24.57 Castle Gate Construction 10/01/2026 0.00 30,200.00 Chanhassen Residential Development Partners 10/01/2026 0.00 34,390.00 Cintas Corporation No. 2 10/01/2026 0.00 185.89 CITY OF EDEN PRAIRIE 10/01/2026 0.00 4,000.00 Colonial Life & Accident Insurance Co 10/01/2026 0.00 91.26 Colson Custom Homes 10/01/2026 0.00 8,900.00 Commercial Recreation Specialists Inc 10/01/2026 0.00 67,950.00 COMPUTER INTEGRATION TECHN. 10/01/2026 0.00 523.20 Custom One Homes Inc 10/01/2026 0.00 500.00 Dan Sheldon 10/01/2026 0.00 2,500.00 ECM PUBLISHERS INC 10/01/2026 0.00 98.40 Engel Water Testing Inc 10/01/2026 0.00 1,350.00 EROSION PRODUCTS LLC 10/01/2026 0.00 256.00 FACTORY MOTOR PARTS COMPANY 10/01/2026 0.00 604.64 Ferguson Waterworks #2518 10/01/2026 0.00 1,268.74 FleetPride, Inc. 10/01/2026 0.00 434.97 Future IQ Inc 10/01/2026 0.00 31,250.00 GMH ASPHALT CORP 10/01/2026 0.00 1,082,892.16 HALLOCK COMPANY 10/01/2026 0.00 1,095.68 Health Strategies 10/01/2026 0.00 281.00 Heather & Theodore Van Blyenburgh 10/01/2026 0.00 2,500.00 HERMAN'S LANDSCAPE SUPPLIES INC 10/01/2026 0.00 160.00 Holly Wood 10/01/2026 0.00 990.00 I & S Group, Inc 10/01/2026 0.00 80,035.20 Infosend, Inc 10/01/2026 0.00 3,770.80 Innovative Office Solutions LLC 10/01/2026 0.00 146.97 ITG Communications 10/01/2026 0.00 62.00 KATH FUEL OIL SERVICE 10/01/2026 0.00 4,131.20 KIMLEY HORN AND ASSOCIATES INC 10/01/2026 0.00 82.50 Kraus-Anderson Construction Company 10/01/2026 0.00 9,521.55 KUSSKE CONSTRUCTION COMPANY 10/01/2026 0.00 105,513.27 Macqueen Emergency Group 10/01/2026 0.00 596.00 Mary McDonald 10/01/2026 0.00 2,465.00 Midwest Pump Works 10/01/2026 0.00 1,003.00 MINGER CONSTRUCTION 10/01/2026 0.00 6,875.00 Minnesota Roadways Co 10/01/2026 0.00 2,974.66 Myles Foley 10/01/2026 0.00 3,495.42 Page 2 of 3 57 Vendor Name Check Date Void Checks Check Amount NAPA AUTO & TRUCK PARTS 10/01/2026 0.00 140.44 Pedego Electric Bikes Twin Cities 10/01/2026 0.00 420.00 PRAIRIE RESTORATIONS INC 10/01/2026 0.00 445.00 ROBERT BOECKER 10/01/2026 0.00 1,500.00 S.R. Weidema, Inc 10/01/2026 0.00 3,489.07 SEH 10/01/2026 0.00 31,094.93 SHERWIN WILLIAMS 10/01/2026 0.00 145.32 SiteOne Landscape Supply 10/01/2026 0.00 23.53 SM HENTGES & SONS 10/01/2026 0.00 964,268.09 Sports Facilities Companies LLC 10/01/2026 0.00 45,000.00 Taylor Electric Company, LLC 10/01/2026 0.00 9,785.00 Waste Management of Minnesota, Inc 10/01/2026 0.00 466.25 WM MUELLER & SONS INC 10/01/2026 0.00 1,130.33 ZIEGLER INC 10/01/2026 0.00 28.36 Report Total:0.00 3,070,654.05 Page 3 of 3 58 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 10/2/2026 3:53:23 PM Last Name Acct 1 Amount Check Date Description 24 Seven Events & Marketing Inc 101-1613-4345 2,500.00 9/24/2026 July 3 street dance 2027 deposit 2,500.00 9/24/2026 24 Seven Events & Marketing Inc 2,500.00 3RD LAIR SKATEPARK 101-1731-4343 510.00 9/24/2026 Revenue split skate park camp 510.00 9/24/2026 3RD LAIR SKATEPARK 510.00 Ador LLC 101-0000-2073 3,650.00 10/1/2026 Erosion escrow 2290 Melody Hill Rd -Receipt #480515 3,650.00 10/1/2026 Ador LLC 3,650.00 Advanced Engineering & Environmental Services, LLC 700-0000-4300 343.00 9/24/2026 city hall generator Advanced Engineering & Environmental Services, LLC 700-0000-4550 98.00 9/24/2026 troubleshooting with waterly for data backup 441.00 9/24/2026 Advanced Engineering & Environmental Services, LLC 441.00 All Seasons Building Co.101-0000-2073 500.00 10/1/2026 Erosion escrow 9180 Eagle Court -Receipt #420739 500.00 10/1/2026 AP - Check Detail (10/2/2026)Page 1 of 23 59 Last Name Acct 1 Amount Check Date Description All Seasons Building Co. 500.00 Alliance Builders 101-0000-2073 5,500.00 10/1/2026 Erosion Escrow 6200 Cardinal Ave -Receipt #537501 5,500.00 10/1/2026 Alliance Builders 5,500.00 American Family Life Assurance Company of Columbus 101-0000-2008 85.02 10/1/2026 September premium 85.02 10/1/2026 American Family Life Assurance Company of Columbus 85.02 AMERICAN TIRE DISTRIBUTORS INC 700-0000-4140 491.20 10/1/2026 TIRES 491.20 10/1/2026 AMERICAN TIRE DISTRIBUTORS INC 491.20 ARAMARK Refreshment Services, LLC 101-1120-4112 96.06 10/1/2026 Fire Station Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4113 113.41 10/1/2026 Bevi Flavor City Hall ARAMARK Refreshment Services, LLC 101-1120-4112 204.07 10/1/2026 Public Works Coffee Order 413.54 10/1/2026 ARAMARK Refreshment Services, LLC 413.54 Arbor Haus LLC 101-0000-2073 1,000.00 10/1/2026 Erosion escrow 6679 Hopi Rd -Receipt #419326 1,000.00 10/1/2026 Arbor Haus LLC 1,000.00 Armitage Homes LLC 101-0000-2073 1,500.00 10/1/2026 Erosion escrow 6320 Yosemite -Receipt #410966 AP - Check Detail (10/2/2026)Page 2 of 23 60 Last Name Acct 1 Amount Check Date Description 1,500.00 10/1/2026 Armitage Homes LLC 1,500.00 ARTCRAFT HOMES INC 101-0000-2073 2,600.00 10/1/2026 Erosion Escrow 7617 Frontier Trl -Receipt #310408 2,600.00 10/1/2026 ARTCRAFT HOMES INC 2,600.00 ASPEN MILLS 101-1220-4240 213.17 10/1/2026 Duty boots-Heger 213.17 10/1/2026 ASPEN MILLS 213.17 Atlantis Pools 101-0000-2073 1,500.00 10/1/2026 Erosion escrow 272 Lakeview Rd E -Receipt #409078 Atlantis Pools 101-0000-2073 2,000.00 10/1/2026 Erosion Escrow 2820 Sandpiper Trl -Receipt #712699 3,500.00 10/1/2026 Atlantis Pools 3,500.00 Barr Engineering Company 700-7025-4300 3,980.00 10/1/2026 Well #7 & 13 Rehab 3,980.00 10/1/2026 Barr Engineering Company 3,980.00 Besser Patricia 601-6054-4751 4,036.00 9/24/2026 Driveway Reimbursement -6518 Gray Fox Curve 4,036.00 9/24/2026 Besser Patricia 4,036.00 Blakeborough Hardscapes LLC 101-0000-2073 500.00 10/1/2026 Erosion Escrow 6529 Peaceful Ln -Receipt #718705 AP - Check Detail (10/2/2026)Page 3 of 23 61 Last Name Acct 1 Amount Check Date Description 500.00 10/1/2026 Blakeborough Hardscapes LLC 500.00 BOECKER ROBERT 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 610 W 96th St -Receipit #593159 1,500.00 10/1/2026 BOECKER ROBERT 1,500.00 BRAUN INTERTEC CORPORATION 414-4010-4702 5,403.00 10/1/2026 Civic Campus - CMT 5,403.00 10/1/2026 BRAUN INTERTEC CORPORATION 5,403.00 BROADWAY AWARDS 101-1120-4110 24.57 10/1/2026 Magnetic Name Badge for Diya Env Commission 24.57 10/1/2026 BROADWAY AWARDS 24.57 CAMPBELL KNUTSON 101-0000-2076 1,000.00 9/24/2026 Santa Vera Apartments CAMPBELL KNUTSON 101-1140-4302 15,562.10 9/24/2026 Legal services-August CAMPBELL KNUTSON 601-6058-4701 790.30 9/24/2026 MMSW Condemnation CAMPBELL KNUTSON 101-0000-2076 530.00 9/24/2026 Avienda Apartments 17,882.40 9/24/2026 CAMPBELL KNUTSON 17,882.40 Carver County 416-0000-4807 6,692.00 9/24/2026 2nd half property tax-25.1030010 Carver County 416-0000-4807 563.00 9/24/2026 2nd half property taxes-25.1030020 Carver County 101-1210-4300 100.00 9/24/2026 Background check new Manager Kwik Trip 492 7,355.00 9/24/2026 AP - Check Detail (10/2/2026)Page 4 of 23 62 Last Name Acct 1 Amount Check Date Description Carver County 7,355.00 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-1236 2385 Bridle Creek Cir #286941 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2018-01194 9082 River Rock Dr N #380702 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2019-00688 9031 River Rock Dr N #408750 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2013-03000 1641 Jeurissen Ln Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2018-01654 9001 River Rock Dr N #383681 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-01713 9042 River Rock Dr N #354285 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-03288 8991 River Rock Dr N #368821 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-01181 1640 Jeurissen Ln #286606 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-02398 9122 River Rock Dr N #361507 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2018-01007 9021 River Rock Dr #380237 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2018-01683 1435 Mills Dr #383212 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-01119 8981 River Rock Dr N #349295 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2019-01112 9083 Degler Ln #411993 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2019-00603 9043 Degler Ln #406827 Castle Gate Construction 101-0000-2073 1,700.00 10/1/2026 Erosion Escrow 2017-01405 1420 Jersey Way #353161 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-00086 9124 Sunnyvale Dr #337924 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-01736 9092 River Rock Dr N #355656 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-02045 9073 Degler Ln #357443 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-01464 8971 River Rock Dr N #352527 Castle Gate Construction 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2018-02106 9024 Degler Ln #388870 30,200.00 10/1/2026 Castle Gate Construction 30,200.00 CCP NI MASTER TENANT 4 LLC 101-1350-4320 1,511.42 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 190.10 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 64.83 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 922.70 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 64.14 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 205.03 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 715.59 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 61.25 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 798.43 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 74.70 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,050.03 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 227.03 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 1,770.78 9/30/2026 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 218.04 9/30/2026 Electric Charges AP - Check Detail (10/2/2026)Page 5 of 23 63 Last Name Acct 1 Amount Check Date Description 7,874.07 9/30/2026 CCP NI MASTER TENANT 4 LLC 7,874.07 CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 34.42 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 37.00 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 37.47 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 22.00 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 121.12 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 85.00 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 91.18 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 37.00 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 46.72 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 109.62 9/23/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 2,332.42 9/23/2026 Gas Charges 2,953.95 9/23/2026 CENTERPOINT ENERGY MINNEGASCO 2,953.95 CenturyLink 700-7043-4310 65.41 9/23/2026 Telephone & Communication Charges 65.41 9/23/2026 CenturyLink 65.41 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-00481 9064 Degler Ln #312630 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-01010 9041 Degler Cir Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-02573 9062 River Rock Dr N #330631 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-02309 9112 River Rock Dr N #296715 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-00967 9081 Degler Cir #283688 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-03061 9041 River Rock Dr N #302214 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2012-03241 9060 Degler Cir Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-01541 9061 Degler Cir #288739 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-01227 9053 Delger Ln #320169 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-00480 9054 Degler Ln #312629 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2013-00980 9180 Degler Cir Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-00863 9074 Degler Ln #317312 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-00951 9091 River Rock Dr N #283687 AP - Check Detail (10/2/2026)Page 6 of 23 64 Last Name Acct 1 Amount Check Date Description Chanhassen Residential Development Partners 101-0000-2073 1,590.00 10/1/2026 Erosion Escrow 2015-02215 9061 River Rock Dr N #298409 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2016-01357 1650 Jeurissen Ln #323306 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-01334 9090 Degler Cir Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2017-00257 9072 River Rock Dr N #343342 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2015-00184 9021 Degler Cir #277700 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-01637 1505 Mills Dr Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-01352 9111 River Rock Dr N Chanhassen Residential Development Partners 101-0000-2073 1,300.00 10/1/2026 Erosion Escrow 2016-00861 9011 River Rock Dr N #316013 Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-02443 1651 Jeurissen Ln Chanhassen Residential Development Partners 101-0000-2073 1,500.00 10/1/2026 Erosion Escrow 2014-03257 9080 Degler Cir #272858 34,390.00 10/1/2026 Chanhassen Residential Development Partners 34,390.00 Cintas Corporation No. 2 101-1320-4510 185.89 10/1/2026 first aid kits 185.89 10/1/2026 Cintas Corporation No. 2 185.89 CITY OF EDEN PRAIRIE 720-7025-4300 4,000.00 10/1/2026 CD3 Unit for Lake Riley 4,000.00 10/1/2026 CITY OF EDEN PRAIRIE 4,000.00 Colonial Life & Accident Insurance Co 701-0000-2008 15.30 10/1/2026 September premium Colonial Life & Accident Insurance Co 700-0000-2008 75.96 10/1/2026 September premium 91.26 10/1/2026 Colonial Life & Accident Insurance Co 91.26 Colson Custom Homes 101-0000-2073 3,500.00 10/1/2026 Erosion Escrow 2021-00511 3800 Red Cedar Pt Rd #467534 Colson Custom Homes 101-0000-2073 2,900.00 10/1/2026 Erosion Escrow 2021-06027 3880 Glendale Dr #491824 Colson Custom Homes 101-0000-2073 2,500.00 10/1/2026 Erosion Escrow 2021-00511 3800 Red Cedar Pt Rd #498691 AP - Check Detail (10/2/2026)Page 7 of 23 65 Last Name Acct 1 Amount Check Date Description 8,900.00 10/1/2026 Colson Custom Homes 8,900.00 Commercial Recreation Specialists Inc 414-4010-4702 67,950.00 10/1/2026 Civic Campus Splashpad 67,950.00 10/1/2026 Commercial Recreation Specialists Inc 67,950.00 COMPUTER INTEGRATION TECHN.101-1160-4211 226.80 10/1/2026 NCE Microsoft 365 G3 (GCC) Annual Paid Monthly COMPUTER INTEGRATION TECHN.101-1160-4211 296.40 10/1/2026 Datto office 365 cloud backup monthly charge 523.20 10/1/2026 COMPUTER INTEGRATION TECHN. 523.20 Cozen O'Connor 101-1140-4302 1,949.50 9/24/2026 Mediacom Renewal 1,949.50 9/24/2026 Cozen O'Connor 1,949.50 Custom One Homes Inc 101-0000-2073 500.00 10/1/2026 Erosion Escrow 7231 Minnewashta Pkwy #719055 500.00 10/1/2026 Custom One Homes Inc 500.00 Earl F Andersen Inc 101-1320-4155 3,922.05 9/24/2026 street signs Earl F Andersen Inc 101-1320-4155 893.50 9/24/2026 street signs Earl F Andersen Inc 101-1320-4155 1,218.60 9/24/2026 street signs Earl F Andersen Inc 101-1320-4155 2,361.60 9/24/2026 street signs Earl F Andersen Inc 101-1320-4155 5,308.95 9/24/2026 street signs 13,704.70 9/24/2026 AP - Check Detail (10/2/2026)Page 8 of 23 66 Last Name Acct 1 Amount Check Date Description Earl F Andersen Inc 13,704.70 ECM PUBLISHERS INC 101-1420-4336 41.00 9/24/2026 Sept 15 PH Hempel Holdings PUD ECM PUBLISHERS INC 101-1420-4336 41.00 9/24/2026 Sept 15 PH Sullivan 2026-12 82.00 9/24/2026 ECM PUBLISHERS INC 101-1310-4336 98.40 10/1/2026 Lake Riley 27-02 PH Notice 98.40 10/1/2026 ECM PUBLISHERS INC 180.40 Engel Water Testing Inc 700-0000-4300 1,350.00 10/1/2026 water samples 1,350.00 10/1/2026 Engel Water Testing Inc 1,350.00 EROSION PRODUCTS LLC 700-0000-4150 128.00 10/1/2026 bio log for erosion EROSION PRODUCTS LLC 101-1320-4153 128.00 10/1/2026 bio log for erosion 256.00 10/1/2026 EROSION PRODUCTS LLC 256.00 FACTORY MOTOR PARTS COMPANY 101-1370-4170 302.32 10/1/2026 DEF FACTORY MOTOR PARTS COMPANY 101-1370-4170 302.32 10/1/2026 DEF 604.64 10/1/2026 FACTORY MOTOR PARTS COMPANY 604.64 Ferguson Waterworks #2518 700-0000-4550 1,268.74 10/1/2026 curb box supplies 1,268.74 10/1/2026 AP - Check Detail (10/2/2026)Page 9 of 23 67 Last Name Acct 1 Amount Check Date Description Ferguson Waterworks #2518 1,268.74 FleetPride, Inc.101-1320-4140 434.97 10/1/2026 Battery 434.97 10/1/2026 FleetPride, Inc. 434.97 Foley Myles 700-0000-3666 -4.21 10/1/2026 Bulk Water Foley Myles 101-0000-2021 -0.37 10/1/2026 Sales Tax Foley Myles 101-0000-2076 3,500.00 10/1/2026 Meter Deposit 3,495.42 10/1/2026 Foley Myles 3,495.42 Future IQ Inc 101-1420-4300 31,250.00 10/1/2026 Phase 1 - Initial Planning and Assessments 31,250.00 10/1/2026 Future IQ Inc 31,250.00 GMH ASPHALT CORP 601-6054-4751 637,538.44 10/1/2026 PMP GMH ASPHALT CORP 701-6054-4751 20,471.65 10/1/2026 Sanitary GMH ASPHALT CORP 720-6054-4751 104,672.31 10/1/2026 Storm GMH ASPHALT CORP 700-6054-4751 320,209.76 10/1/2026 Water 1,082,892.16 10/1/2026 GMH ASPHALT CORP 1,082,892.16 GONYEA HOMES 101-0000-2072 2,500.00 9/24/2026 As Built escrow 9479 Eagle Ridge Way #618645 2,500.00 9/24/2026 GONYEA HOMES 2,500.00 AP - Check Detail (10/2/2026)Page 10 of 23 68 Last Name Acct 1 Amount Check Date Description GYM WORKS INC 101-1530-4530 576.50 9/24/2026 Fitness Center Preventative Maintenance and repairs 576.50 9/24/2026 GYM WORKS INC 576.50 HALLOCK COMPANY 701-7025-4705 1,095.68 10/1/2026 lift station 5 CIP supplies 1,095.68 10/1/2026 HALLOCK COMPANY 1,095.68 HAWKINS CHEMICAL 700-7043-4160 6,066.78 9/24/2026 1 ton chlorine cylinders/chlorine 6,066.78 9/24/2026 HAWKINS CHEMICAL 6,066.78 Health Strategies 101-1220-4352 6,452.00 9/24/2026 Annual medical exams 6,452.00 9/24/2026 Health Strategies 101-1120-4352 281.00 10/1/2026 Medical Exam 281.00 10/1/2026 Health Strategies 6,733.00 HERMAN'S LANDSCAPE SUPPLIES INC 700-0000-4150 160.00 10/1/2026 pulversized dirt 160.00 10/1/2026 HERMAN'S LANDSCAPE SUPPLIES INC 160.00 Holton Electric Contractors LLC 701-7025-4705 642.16 9/24/2026 lift station #8 installing disconnect 642.16 9/24/2026 AP - Check Detail (10/2/2026)Page 11 of 23 69 Last Name Acct 1 Amount Check Date Description Holton Electric Contractors LLC 642.16 I & S Group, Inc 700-6064-4303 4,001.76 10/1/2026 Water @ 5% I & S Group, Inc 601-6064-4303 63,227.81 10/1/2026 PMP @ 79% I & S Group, Inc 720-6064-4303 8,803.87 10/1/2026 Storm @ 11% I & S Group, Inc 701-6064-4303 4,001.76 10/1/2026 Sanitary @ 5% 80,035.20 10/1/2026 I & S Group, Inc 80,035.20 Infosend, Inc 700-1130-4330 972.82 10/1/2026 August Postage Infosend, Inc 701-1130-4111 284.12 10/1/2026 August Statements Infosend, Inc 701-1130-4330 972.82 10/1/2026 August Postage Infosend, Inc 720-1130-4111 284.11 10/1/2026 August Statements Infosend, Inc 720-1130-4330 972.81 10/1/2026 August Postage Infosend, Inc 700-1130-4111 284.12 10/1/2026 August Statements 3,770.80 10/1/2026 Infosend, Inc 3,770.80 Innovative Office Solutions LLC 101-1120-4110 146.97 10/1/2026 Copy paper (x3) 146.97 10/1/2026 Innovative Office Solutions LLC 146.97 ITG Communications 101-0000-2033 62.00 10/1/2026 Overpayment Permit 26-1759 62.00 10/1/2026 ITG Communications 62.00 KATH FUEL OIL SERVICE 101-1370-4170 4,131.20 10/1/2026 OIL 4,131.20 10/1/2026 AP - Check Detail (10/2/2026)Page 12 of 23 70 Last Name Acct 1 Amount Check Date Description KATH FUEL OIL SERVICE 4,131.20 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 26,378.98 9/24/2026 Market Blvd 54% KIMLEY HORN AND ASSOCIATES INC 720-6057-4303 20,516.99 9/24/2026 Market Blvd Storm 42% KIMLEY HORN AND ASSOCIATES INC 700-6057-4303 1,954.00 9/24/2026 Market Blvd Water 4% 48,849.97 9/24/2026 KIMLEY HORN AND ASSOCIATES INC 101-0000-1155 82.50 10/1/2026 Eden Springs – Private Dev Field Observ 82.50 10/1/2026 KIMLEY HORN AND ASSOCIATES INC 48,932.47 Kraus-Anderson Construction Company 414-4010-4702 9,521.55 10/1/2026 Civic Campus 9,521.55 10/1/2026 Kraus-Anderson Construction Company 9,521.55 KUSSKE CONSTRUCTION COMPANY 701-6040-4751 105,513.27 10/1/2026 Chanhassen Lift Station #5 change order request 105,513.27 10/1/2026 KUSSKE CONSTRUCTION COMPANY 105,513.27 LEAGUE OF MN CITIES INS TRUST 101-1170-4483 66,419.00 9/24/2026 Property/Casualty Coverage 66,419.00 9/24/2026 LEAGUE OF MN CITIES INS TRUST 66,419.00 Loken Adam 101-0000-2073 1,300.00 10/1/2026 Erosion escrow 690 Carver Beach Rd -Receipt #471077 1,300.00 10/1/2026 AP - Check Detail (10/2/2026)Page 13 of 23 71 Last Name Acct 1 Amount Check Date Description Loken Adam 1,300.00 Macqueen Emergency Group 101-1220-4530 596.00 10/1/2026 Replacement thermal imaging camera charger 596.00 10/1/2026 Macqueen Emergency Group 596.00 Martin Sophia 101-1539-4343 140.00 9/24/2026 Art Class Instruction 140.00 9/24/2026 Martin Sophia 140.00 McDonald Mary 601-6054-4751 2,465.00 10/1/2026 Driveway Reimbursement -6525 Gray Fox Curve 2,465.00 10/1/2026 McDonald Mary 2,465.00 Midwest Pump Works 701-7025-4705 1,003.00 10/1/2026 CIP lift station # 9 pump 1,003.00 10/1/2026 Midwest Pump Works 1,003.00 MINGER CONSTRUCTION 720-7207-4570 6,875.00 10/1/2026 storm water pipe abandonment 6,875.00 10/1/2026 MINGER CONSTRUCTION 6,875.00 Minnesota Roadways Co 700-0000-3666 -482.52 10/1/2026 Bulk Water Minnesota Roadways Co 101-0000-2076 3,500.00 10/1/2026 Meter Deposit Minnesota Roadways Co 101-0000-2021 -42.82 10/1/2026 Bulk Water Sales Tax AP - Check Detail (10/2/2026)Page 14 of 23 72 Last Name Acct 1 Amount Check Date Description 2,974.66 10/1/2026 Minnesota Roadways Co 2,974.66 MINNESOTA RURAL WATER ASSN 700-0000-4370 150.00 9/23/2026 rual water expo 150.00 9/23/2026 MINNESOTA RURAL WATER ASSN 150.00 MN DEPT OF HEALTH 700-0000-4370 32.00 9/30/2026 water operator exam application for Derek 32.00 9/30/2026 MN DEPT OF HEALTH 32.00 MN VALLEY ELECTRIC COOP 101-1350-4320 126.29 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 56.47 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 934.60 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 64.71 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 120.75 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 246.32 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 183.10 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 6,236.53 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 57.82 9/30/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 78.44 9/30/2026 Electric Charges 8,105.03 9/30/2026 MN VALLEY ELECTRIC COOP 8,105.03 NAPA AUTO & TRUCK PARTS 101-1370-4120 38.23 10/1/2026 filters NAPA AUTO & TRUCK PARTS 101-1370-4140 13.65 10/1/2026 filters NAPA AUTO & TRUCK PARTS 101-1370-4170 41.16 10/1/2026 oil NAPA AUTO & TRUCK PARTS 101-1370-4150 47.40 10/1/2026 glass cleaner 140.44 10/1/2026 AP - Check Detail (10/2/2026)Page 15 of 23 73 Last Name Acct 1 Amount Check Date Description NAPA AUTO & TRUCK PARTS 140.44 Nokomis Energy, LLC 700-7019-4320 1,560.82 9/30/2026 Electric Charges Nokomis Energy, LLC 700-0000-4320 580.95 9/30/2026 Electric Charges Nokomis Energy, LLC 700-7043-4320 6,437.10 9/30/2026 Electric Charges 8,578.87 9/30/2026 Nokomis Energy, LLC 8,578.87 Nourse Jeff 601-6054-4751 2,180.00 9/24/2026 Driveway Reimbursement -6529 Gray Fox Curve 2,180.00 9/24/2026 Nourse Jeff 2,180.00 Nuss Truck & Equipment 400-4152-4704 188,462.96 9/24/2026 New Plow Truck 188,462.96 9/24/2026 Nuss Truck & Equipment 188,462.96 P & L AUTOMOTIVE 101-1370-4150 400.00 9/24/2026 undercoating P & L AUTOMOTIVE 101-1370-4260 2,532.06 9/24/2026 Undercoating system 2,932.06 9/24/2026 P & L AUTOMOTIVE 2,932.06 Pedego Electric Bikes Twin Cities 101-1539-4343 420.00 10/1/2026 Pedego E Bike Ride 420.00 10/1/2026 Pedego Electric Bikes Twin Cities 420.00 Pierce Dan 601-6054-4751 216.00 9/24/2026 Driveway Reimbursement -6523 Gray Fox Curve AP - Check Detail (10/2/2026)Page 16 of 23 74 Last Name Acct 1 Amount Check Date Description 216.00 9/24/2026 Pierce Dan 216.00 Pioneer Athletics 101-1550-4150 2,401.26 9/24/2026 Athletic field striping paint (restock) 2,401.26 9/24/2026 Pioneer Athletics 2,401.26 Potentia MN Solar 101-1190-4320 4,197.64 9/30/2026 Electric Charges Potentia MN Solar 700-0000-4320 2,147.02 9/30/2026 Electric Charges Potentia MN Solar 101-1170-4320 3,177.29 9/30/2026 Electric Charges 9,521.95 9/30/2026 Potentia MN Solar 9,521.95 PRAIRIE RESTORATIONS INC 101-1425-4574 445.00 10/1/2026 Prairie Restorations- HWY 61 & WWTP 445.00 10/1/2026 PRAIRIE RESTORATIONS INC 445.00 Premium Waters, Inc 101-1550-4120 22.87 9/24/2026 Lake Ann Water 22.87 9/24/2026 Premium Waters, Inc 22.87 Retka Thomas 101-1560-4345 450.00 9/30/2026 Oktoberfest Entertainment 450.00 9/30/2026 Retka Thomas 450.00 AP - Check Detail (10/2/2026)Page 17 of 23 75 Last Name Acct 1 Amount Check Date Description S.R. Weidema, Inc 700-0000-3666 -10.04 10/1/2026 Bulk Water S.R. Weidema, Inc 101-0000-2076 3,500.00 10/1/2026 Meter Deposit S.R. Weidema, Inc 101-0000-2021 -0.89 10/1/2026 Sales Tax 3,489.07 10/1/2026 S.R. Weidema, Inc 3,489.07 SEH 410-4410-4751 15,283.24 10/1/2026 Lake Ann Park Preserve SEH 601-6055-4303 9,969.61 10/1/2026 PMP @ 74% SEH 720-6055-4303 943.07 10/1/2026 Storm @ 7% SEH 700-6055-4303 1,616.69 10/1/2026 Water @ 12% SEH 701-6055-4303 943.07 10/1/2026 Sanitary @ 7% SEH 700-0000-4303 2,339.25 10/1/2026 Water System Modeling 31,094.93 10/1/2026 SEH 31,094.93 Sheldon Dan 101-0000-2073 2,500.00 10/1/2026 Erosion escrow 350 Pleasant View Rd -Receipt #454229 2,500.00 10/1/2026 Sheldon Dan 2,500.00 SHERWIN WILLIAMS 101-1170-4150 377.56 9/24/2026 Paint for OVH 377.56 9/24/2026 SHERWIN WILLIAMS 101-1170-4150 145.32 10/1/2026 Paint for OVH 145.32 10/1/2026 SHERWIN WILLIAMS 522.88 SiteOne Landscape Supply 101-1550-4151 23.53 10/1/2026 Irrigation solenoid (Repair) 23.53 10/1/2026 AP - Check Detail (10/2/2026)Page 18 of 23 76 Last Name Acct 1 Amount Check Date Description SiteOne Landscape Supply 23.53 SM HENTGES & SONS 101-1320-4547 4,463.80 9/24/2026 bridge repair bluff creek preserve chanhassen school 4,463.80 9/24/2026 SM HENTGES & SONS 601-6140-4751 671,396.54 10/1/2026 Galpin Blvd-County @75% SM HENTGES & SONS 700-6040-4751 51,929.18 10/1/2026 Galpin Blvd SM HENTGES & SONS 601-6040-4751 223,798.85 10/1/2026 Galpin Blvd-City @ 25% SM HENTGES & SONS 701-6040-4751 17,143.52 10/1/2026 Galpin Blvd 964,268.09 10/1/2026 SM HENTGES & SONS 968,731.89 Sports Facilities Companies LLC 416-0000-4300 45,000.00 10/1/2026 Community Center Pre Opening 45,000.00 10/1/2026 Sports Facilities Companies LLC 45,000.00 SPS Works 101-1120-4110 102.04 9/24/2026 Notary stamps (Amy Desiree Jenny Stacy) 102.04 9/24/2026 SPS Works 102.04 Steinkamp Scott 601-6054-4751 1,397.00 9/24/2026 Driveway Reimbursement -6551 Gray Fox Curve 1,397.00 9/24/2026 Steinkamp Scott 1,397.00 Taylor Electric Company, LLC 101-1350-4565 9,785.00 10/1/2026 replace feed point for street lights 9,785.00 10/1/2026 AP - Check Detail (10/2/2026)Page 19 of 23 77 Last Name Acct 1 Amount Check Date Description Taylor Electric Company, LLC 9,785.00 Van Blyenburgh Heather & Theodore 101-0000-2073 2,500.00 10/1/2026 Erosion Escrow 7612 Erie Ave -Receipt #593779 2,500.00 10/1/2026 Van Blyenburgh Heather & Theodore 2,500.00 VERIZON WIRELESS 701-0000-4310 95.10 9/23/2026 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 95.10 9/23/2026 Telephone & Communication Charges 190.20 9/23/2026 VERIZON WIRELESS 101-1220-4310 584.01 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1370-4310 101.14 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1530-4310 38.41 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 720-0000-4310 210.36 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1120-4310 131.85 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1160-4310 115.23 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1312-4310 115.23 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1420-4310 173.67 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1520-4310 38.41 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1540-4310 40.01 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1550-4310 447.76 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1170-4310 115.23 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1320-4310 311.41 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1110-4310 20.02 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 500.40 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 701-0000-4310 361.29 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1250-4310 292.15 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1310-4310 228.07 9/30/2026 Telephone & Communication Charges VERIZON WIRELESS 101-1600-4310 216.37 9/30/2026 Telephone & Communication Charges 4,041.02 9/30/2026 VERIZON WIRELESS 4,231.22 VIKING ELECTRIC SUPPLY 701-0000-4551 55.80 9/24/2026 lift station 9 supplies AP - Check Detail (10/2/2026)Page 20 of 23 78 Last Name Acct 1 Amount Check Date Description 55.80 9/24/2026 VIKING ELECTRIC SUPPLY 55.80 Waste Management of Minnesota, Inc 101-1550-4300 466.25 10/1/2026 Lake Ann Shop Clean 466.25 10/1/2026 Waste Management of Minnesota, Inc 466.25 Water Conservation Services, Inc.700-0000-4300 693.48 9/24/2026 leak detection powers @ pleasant view 693.48 9/24/2026 Water Conservation Services, Inc. 693.48 WICKLUND ANDREA 701-0000-2020 1,370.42 9/23/2026 Refund Check 013181-000, 3970 LINDEN CIRCLE WICKLUND ANDREA 700-0000-2020 12.15 9/23/2026 Refund Check 013181-000, 3970 LINDEN CIRCLE WICKLUND ANDREA 700-0000-2020 3,187.18 9/23/2026 Refund Check 013181-000, 3970 LINDEN CIRCLE 4,569.75 9/23/2026 WICKLUND ANDREA 4,569.75 WM MUELLER & SONS INC 101-1320-4157 112.84 9/24/2026 pothole patching WM MUELLER & SONS INC 101-1320-4157 151.84 9/24/2026 pothole patching 264.68 9/24/2026 WM MUELLER & SONS INC 101-1320-4157 316.68 10/1/2026 pothole patching WM MUELLER & SONS INC 700-0000-4550 314.11 10/1/2026 Material/rock for repair WM MUELLER & SONS INC 101-1320-4157 280.28 10/1/2026 pothole patching WM MUELLER & SONS INC 101-1320-4158 219.26 10/1/2026 1 inch minus rock 1,130.33 10/1/2026 AP - Check Detail (10/2/2026)Page 21 of 23 79 Last Name Acct 1 Amount Check Date Description WM MUELLER & SONS INC 1,395.01 Wood Holly 101-1539-4343 990.00 10/1/2026 Line Dance instruction 4264.118 and 4264.120 990.00 10/1/2026 Wood Holly 990.00 XCEL ENERGY INC 101-1350-4320 10.03 9/23/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 38.09 9/23/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 94.06 9/23/2026 Electric Charges XCEL ENERGY INC 700-7043-4320 1,907.36 9/23/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 21.21 9/23/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 11,278.82 9/23/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 21.72 9/23/2026 Electric Charges XCEL ENERGY INC 101-1600-4320 22.70 9/23/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 145.95 9/23/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 52.24 9/23/2026 Electric Charges 13,592.18 9/23/2026 XCEL ENERGY INC 101-1170-4320 -1,234.40 9/30/2026 Electric Charges XCEL ENERGY INC 101-1220-4320 1.14 9/30/2026 Electric Charges XCEL ENERGY INC 601-6068-4751 5,331.82 9/30/2026 Hwy 5 project lighting XCEL ENERGY INC 101-1540-4320 2,689.69 9/30/2026 Electric Charges XCEL ENERGY INC 101-1600-4320 274.00 9/30/2026 Electric Charges XCEL ENERGY INC 101-1550-4320 26.93 9/30/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 26,665.35 9/30/2026 Electric Charges XCEL ENERGY INC 701-0000-4320 180.32 9/30/2026 Electric Charges XCEL ENERGY INC 101-1312-4320 1,442.58 9/30/2026 Electric Charges XCEL ENERGY INC 700-7019-4320 8,117.36 9/30/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 180.32 9/30/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 37.21 9/30/2026 Electric Charges XCEL ENERGY INC 101-1190-4320 721.37 9/30/2026 Electric Charges XCEL ENERGY INC 101-1220-4320 1,684.31 9/30/2026 Electric Charges XCEL ENERGY INC 101-1120-1193 134.21 9/30/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 -1,090.44 9/30/2026 Electric Charges 45,161.77 9/30/2026 AP - Check Detail (10/2/2026)Page 22 of 23 80 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 58,753.95 ZIEGLER INC 701-0000-4120 28.36 10/1/2026 Radiator cap (325) 28.36 10/1/2026 ZIEGLER INC 28.36 3,070,654.05 AP - Check Detail (10/2/2026)Page 23 of 23 81 City Council Item October 12, 2026 Item Grant Preliminary Plat and Final Plat Approval for Pioneer Ridge Second Addition File No.Planning Case #2025-01 Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Rachel Arsenault, Associate Planner Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the Preliminary Plat and Final Plat for the Pioneer Ridge Second Addition, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision, contingent upon approval of the vacation of the existing Drainage and Utility easement as shown on the Pioneer Ridge plat." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The Applicant proposes replatting the attached townhomes portion of the Pioneer Ridge development. This is limited to the 40 attached townhome lots. The proposed preliminary plat for Pioneer Ridge 2nd Addition incorporates an additional 5 feet of depth to the rear of each of the attached townhome lots. Following the installation of gas utilities on the front yard side of the attached townhomes, an additional 5 feet is required to construct decks and patios at the rear of the homes. These features cannot extend into the common HOA land and must adhere to the property lines. This will cause a reduction in the common HOA lots. New drainage and utility easements will be dedicated and will adhere to the newly proposed lot lines. This alteration will not change the original 82 proposed drainage or topography. The previously approved landscaping plan will not be altered as a result of the proposed plat update. BACKGROUND This proposed replat is for the Pioneer Ridge subdivision project, whose final plat was approved by City Council on September 8, 2025. Pioneer Ridge is a subdivision consisting of 54 lots, including 14 detached townhomes and 40 attached townhome lots. No changes are proposed for the 14 detached villa lots. The Planning Commission held a public hearing on October 6 with no public comments made. Planning Commission discussion was limited to questions related to the private utilities on site, confirming that all utilities were now on the private street side of the future homes and verifying that the condition of approval was the successful vacation and dedication of the drainage and utility easement. DISCUSSION BUDGET RECOMMENDATION Planning Commission recommended approval of the requested preliminary plat for Pioneer Ridge Second Addition. ATTACHMENTS Pioneer Ridge Development Application Pioneer Ridge 2nd Addition Preliminary Plat Pioneer Ridge 2nd Addition Final Plat Staff Report Findings of Fact 83 84 85 86 87 ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ PIONE E R T R A I L B L U F F C R E E K D R I V E US H I G H W A Y 2 1 2 24 B- B 9 BLU F F A R E A BLUFF AREA EXPANDED POND POND PRIVATE STREET PR I V A T E S T R E E T FIRE TRUCK TURN-AROUND "NO PARKING" FIRE TRUCK TURN-AROUND "NO PARKING" 20' BUFFER IMPACT ZONE 20' BUFFER IMPACT ZONE 20 NW L N W L N W L NWL NWL NWL NWL NWLNWLNWLNWL N W L NW L NWL NW L N W L NWL NWL N W L NWL NW L NWL NW L NWL NWL NWL NWL NWL NWL NWL N W L N W L NWL NWL NWLNWLNWL NWL NWL NWL NWL 40 24 B-B 24 B-B PRIVA T E S T R E E T 2 4 B - B P R I V A T E S T R E E T 40 3 4 2 9 1 JONN I W A Y C R E E K R I D G E P L A C E JONNI WAY 1 2 2,923 sf 2,528 sf 2,528 sf 3,045 sf 2,528 sf 2,528 sf 2,923 sf2,923 sf 2,923 sf 2,528 sf 2,528 sf 2,528 sf 2,923 sf 2,528 sf2,923 sf 2,923 sf 2,528 sf 2,528 sf 2,923 sf 2,923 sf 2,528 sf 2,528 sf 2,923 sf 2,923 sf 2,528 sf 2,528 sf 2,923 sf 2,923 sf 2,528 sf 2,528 sf 2,923 sf 2,923 sf 2,880 sf 2,880 sf 3,222 sf 67,863 sf 2,528 sf 2,923 sf 2,923 sf 2,528 sf 92,660 sf 37 32 32 39 79 37 32 32 39 79 79 79 47 32 37 32 32 37 79 37 32 5 32 37 79 79 79 79 37 32 32 32 37 79 37 32 32 32 37 79 79 79 79 79 373237 79 37 32 37 79 79 79 7 9 37 32 32 37 7 9 37 32 32 37 7 9 7 9 7 9 37 32 32 37 7 9 37 32 32 377 9 7 9 7 9 7 9 37 32 32 37 7 9 37 32 32 37 7 9 7 9 7 9 7 9 37 32 32 37 7 9 37 32 32 37 7 9 7 9 7 9 7 9 90 37 32 32 25 90 36 32 32 37 90 472224 2 5 0 77 1 1 8 6 2 3 1 4 8 10 73 2 20 3 3 5 9 9 37 32 32 37 7 9 37 32 32 37 7 9 7 9 7 9 7 9 17 68 36 38 7 48 57 51 92 127 67 79 7 3 8 4 2 9 3 0 93 66 78 18 0 17 3 34 251 2 4 1 4 6 3 271 1 4 28 23 24 38 40 349 9 2 10 3,328 sf 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14151617181920 21 2 0 2 0 21 20 20 20 49 20 38 20 Drainage & Utility Easement Drai n a g e & Utili t y E a s e m e n t 20 21 1 2 3 4 2,738 sf 2,368 sf 2,368 sf 2,738 sf 37 373232 37 373232 79 79797979 STREET 20 9 5 5 9 1. 2 SECT I O N 2 6 , T O W N S H I P 1 1 6 , R A N G E 2 3 STREET 6,244 sf 0 60 120 180 · EXISTING ZONING: N/A · PROPOSED ZONING: RLM · GROSS SITE AREA: 12.39 AC BLUFF AREA: 0.72 AC · NET SITE AREA: 11.67 AC · DEVELOPMENT SUMMARY MULTI-FAMILY TOWNHOMES: 40 HOMES VILLAS: 14 HOMES · PROJECT DENSITY: GROSS: ±4.36 UN/AC NET: ±4.63 UN/AC SITE DEVELOPMENT DATA FOR ALL OF PLATTED PIONEER RIDGE IMPERVIOUS COVERAGE 1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES A. 5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND SITE AREA ALLOWABLE COVERAGE 255,915 SF 539,708 SF TYPICAL MULTI FAMILY LOT DETAIL SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 N: \ 0 0 5 0 9 3 0 . 0 0 \ D W G \ C I V I L \ P R E L I M P L A N S \ 0 0 5 0 9 3 0 C - P P P 0 2 . D W G 1 1 CHANHASSEN, MINNESOTA 09/15/2026 RMB RMB EJK PIONEER RIDGE 2ND ADDITION UPDATED PRELIMINARY PLAT221 RIVER RIDGE CIRCLE S BURNSVILLE, MN 55337 PI O N E E R R I D G E 2 N D A D D I T I O N 09/15/2026 PIONEER RIDGE, LLC. 04/21/2025 53774 NICHOLAS T. MEYER © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 60 PROJECT NUMBER: 0050930.00 CONTROLLED ACCESS∆ MINIMUM LOT AREA LOT STANDARDS MINIMUM LOT FRONTAGE SETBACKS FRONT BTWN BUILDINGS SIDE CORNER LOT REAR STANDARD MULTI-FAMILY TOWNHOMES 2,528 SF 30' 20' 20' 20' 10' REAR TO PIONEER TRAIL 20' IMPERVIOUS COVERAGE 50% MAXIMUM PROPOSED COVERAGE 182,673 SF (34%) GUEST STALLS REQUIRED: .25/UNIT; 14 STALLS TOTAL GUEST STALLS PROVIDED: 21 TOTAL STALLS PARKING PROVISIONS VILLAS 5,445 SF 55' @ 20' FRT SBK 20' 5' GARAGE / 10' HOUSE 20' 30' 20' TYPICAL VILLA LOT NUMBER LOT AREA BUILDING SETBACK LINE DRAINAGE & UTILITY EASEMENT LOT LINE ROAD RIGHT OF WAY TYPICAL LOT DIMENSION 20 ' 30 ' 10' 5' 55' 55' 10 9 ' 10 9 ' 88 Sheet 1 of 2 Sheets PIONEER RIDGE 2ND ADDITION I, Ernest M. Wirtz Jr, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Ernest M. Wirtz Jr, Licensed Land Surveyor Minnesota License No. 63119 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Ernest M. Wirtz Jr., Licensed Land Surveyor, Minnesota License No. 63119. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTA This plat of PIONEER RIDGE 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota By: By: Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 20 . Brian Praske, County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of , 20 . Crystal Campos, County Auditor By: COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of PIONEER RIDGE 2ND ADDITION was filed this day of , 20 , at o'clock .M., as Document No. . Kaaren Lewis, County Recorder By: KNOW ALL PERSONS BY THESE PRESENTS: That Pioneer Ridge LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, and 35, Block 1; Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, and 21, Block 2, all in Pioneer Ridge, Carver County, Minnesota. Has caused the same to be surveyed and platted as PIONEER RIDGE 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Pioneer Ridge LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . PIONEER RIDGE LLC By Its STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by , its of Pioneer Ridge LLC, a Minnesota limited liability company, on behalf of the company. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires PLAT FILE NO. C.R. DOC. NO. 89 S6 5 ° 4 0 ' 0 6 " W ∆ ∆ ∆ 1 2 N79°53'5 9 " W 67.13 S80°02'2 1 " E 79.25 N52 ° 5 4 ' 3 3 " E 126 . 6 3 S81°06'12" E 92.00 N0 8 ° 5 3 ' 4 8 " E 51 . 0 8 N81°06'12 " W 57.00 N0 8 ° 5 3 ' 4 8 " E 48 . 3 6 N81°06'12 " W 38.46 S29°54'33"E 7.24 N 0 8 ° 5 3 ' 4 8 " E 36 . 0 0 N0 8 ° 5 3 ' 4 8 " E 12 6 . 3 6 N89°00'31"E 349.02 N89°00'31"E 271.07 N 0 9 ° 0 6 ' 5 0 " W 1 4 5 . 7 7 N 0 9 ° 0 6 ' 5 0 " W 1 4 7 . 6 4 N86°29'10"W 76.67 N87°20'54"E 250.58 S2 2 ° 5 7 ' 1 7 " W 17 3 . 0 8 S3 0 ° 3 6 ' 5 2 " W 17 9 . 6 9 S89°58'43"E 78.48N85°01'31"E 66.22 N76°4 8 ' 4 4 " W 93.27 N47°48'20"W 29.81 N 5 2 ° 1 1 ' 3 3 " W 8 4 . 0 7 N24°58'42"W 29.11 N 1 5 ° 1 7 ' 4 8 " W 7 2 . 7 9 S38 ° 1 8 ' 1 7 " W 33. 7 6 S66°4 8 ' 0 0 " W 21.91 N81°06'12 " W 24.44 S81°06'12" E 17.00 ∆= 1 6 ° 4 7 ' 5 5 " L= 9 1 . 7 7 R= 3 1 3 . 0 0 CL = 9 1 . 4 4 CB = S 0 ° 2 9 ' 5 0 " W ∆=5°48'53" L=106.56 R=1050.00 CB=S80°57'3 0 " W CL=106.52 ∆=32 ° 3 9 ' 4 0 " L=59 8 . 5 5 R=10 5 0 . 0 0 CB=S 6 0 ° 3 7 ' 4 4 " W CL=5 9 0 . 4 8 ∆ = 5 6 ° 2 6 ' 0 7 " L = 2 4 9 . 9 7 R = 2 5 3 . 7 8 C B = S 3 5 ° 0 7 ' 3 4 " E C L = 3 3 3 . 2 5 ∆=1°17'39" L=23.73 R=1050.00 CB=S86°42'04"W CL=23.72 ∆=36° 4 2 ' 1 9 " L=622 . 6 0 R=971 . 8 6 CL=61 2 . 0 1 CB=S6 8 ° 0 5 ' 0 2 " W ∆=43°4 6 ' 5 8 " L=118. 4 4 R=155 . 0 0 S12°39'51"E 33.10 S12°39'51"E 32.50 N79°14'13" E 20.01 S80°12'13"W 1 3 8 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 N 0 9 ° 4 7 ' 4 7 " W 7 9 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 N 0 9 ° 4 7 ' 4 7 " W 7 9 . 0 0 S80°12'13"W 1 3 8 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.0 0 32.0 0 32.0 0 37.0 0 37.0 0 32.0 0 32.0 0 37.0 0 N52 ° 1 7 ' 3 7 " E 1 3 8 . 0 0 S52 ° 1 7 ' 3 7 " W 1 3 8 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 S 3 7 ° 4 2 ' 2 3 " E 7 9 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 S 3 7 ° 4 2 ' 2 3 " E 7 9 . 0 0 S61°5 0 ' 1 7 " W 1 3 8 . 0 0 S 2 8 ° 0 9 ' 4 3 " E 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N61° 5 0 ' 1 7 " E 1 3 8 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 S 1 8 ° 3 7 ' 1 7 " E 7 9 . 0 0 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 S 1 8 ° 3 7 ' 1 7 " E 7 9 . 0 0 S71°22 ' 4 3 " W 1 3 8 . 0 0 N71°22 ' 4 3 " E 1 3 8 . 0 0 N80°53'10"E 1 3 8 . 0 0 S80°53'10"W 1 3 8 . 0 0 N 0 9 ° 0 6 ' 5 0 " W 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 N 0 9 ° 0 6 ' 5 0 " W 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 37.00 37.00 32.00 32.00 38.55 38.5532.0032.0037.0037.0032.0037.00 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S89°00'31"W 139.55S89°00'31"W 106.00 N89°00'31"E 106.00 N89°00'31"E 139.55 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N89°00'31"E 170.00 N89°00'31"E 170.00N89°00'31"E 138.00 N89°00'31"E 87.26 47 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 37.00 32.00 32.00 37.00 32.00 37.00 37.00 32.00 32.00 32.00 37.00 37.0032.0032.0032.0037.00 32 . 0 0 32 . 0 0 37 . 0 0 25 . 3 6 32 . 0 0 32 . 0 0 37 . 0 0 47.00 S81°06'12" E 9 0 . 0 0 N81°06'12 " W 9 0 . 0 0 S81°06'12" E 9 0 . 0 0 S81°06'12" E 7 1 . 4 4 N08°53'48"E 10.41 ∆=0°11'50" R=971.86 L=3.35 CL=3.35 CB=S88°54'36"W N37°31'04"W 13.69 N0 0 ° 5 9 ' 2 9 " W 32 . 0 0 N89°00'31"E 28.00 N0 0 ° 5 9 ' 2 9 " W 23 . 0 0 ∆=60°24'29" R=23.00 L=24.24 CB=S29°12'46"W CL=23.14 N89°00'31"E 38.36 S00°59'29"E 40.00 N 2 1 ° 4 0 ' 3 7 " W 8 7 . 4 1 S6 0 ° 1 7 ' 1 7 " E 39. 0 8 N0 5 ° 2 9 ' 1 3 " E 54 . 6 6 S 3 1 ° 5 3 ' 2 1 " E 6 4 . 5 8 N54° 4 0 ' 1 0 " E 44.8 5 S 5 2 ° 1 0 ' 2 2 " E 4 5 . 6 4 N57°03'57"E 8.77 N66°36'30"E 8.71 N76°07'57"E 8.20 N89°00'31"E 10.25 S89°00'31"W 10.50 S6 5 ° 4 0 ' 0 6 " W 27 . 7 6 N0 8 ° 5 3 ' 4 8 " E 1 3 7 . 1 2 Drainage & Utility Easement over all of Lot 21, Block 2 S80°41'16"W 62.16 S56° 1 4 ' 5 0 " W 9 5 . 4 9 S56° 1 4 ' 5 0 " W 9 9 . 8 2 S80°41'16 " W 30.86 1 0 10 ∆ = 1 1 ° 5 7 ' 3 0 " R = 2 4 3 . 7 8 L = 5 0 . 8 8 N80°41'16"E 6.69 N09°1 8 ' 4 4 " W 10.00 S80°41'16"W 11.02 N09°18'44"W 10.00 ∆=53° 0 2 ' 0 9 " R=58 . 5 0 L = 5 4 . 1 5 ∆=28°37 ' 2 2 " R=38.5 0 L=19.2 3 ∆=1°3 1 ' 5 3 " R=1 0 6 0 . 0 0 L=2 8 . 3 3 Drainage & Utility Easement R/W Boundary Corner B11 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe R/W Boundary Corner B8 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe R/W Boundary Corner B7 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe S0 0 ° 2 6 ' 1 5 " E 15 7 6 . 6 6 60 ∆=2°11'18" R=1050.00 L=40.10 6 0 east line of Lot 27, Block 1 PIONEER RIDGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14151617181920 21 1.00 3.60 4 . 7 5 4 . 7 5 4 . 7 5 1 . 5 8 16.00 Dr a i n a g e & U t i l i t y Eas e m e n t Dr a i n a g e & U t i l i t y Eas e m e n t Dr a i n a g e & U t i l i t y Ea s e m e n t 0 50 100 150 Sheet 2 of 2 Sheets PIONEER RIDGE 2ND ADDITION PLAT FILE NO. C.R. DOC. NO.NE Corner of Section 27, Twp. 116, Rge. 23 Found "X" in Stone NW Corner of Section 26, Twp. 116, Rge. 23 Found "X" in Stone SET 1/2" BY 14" IRON REBAR WITH CAP #63119 FOUND MONUMENT, AS SHOWN ON PLAT THE EAST LINE OF LOT 27, BLOCK 1, PIONEER RIDGE, HAS A BEARING OF S 00°59'29" E (CARVER COUNTY, NAD83(2011ADJ)) FOUND CARVER COUNTY CAST IRON MONUMENT (NOT TO SCALE) CITY OF CHANHASSEN SECTION 26 & 27, TOWNSHIP 116, RANGE 23 VICINITY MAP SITE PIONEER TRAIL 2627 HIG H W A Y 2 1 2 BL U F F C R E E K B L V D CO U N T Y R D 1 5 ACCESS CONTROL PER MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20∆ CL = 9 1 . 4 4 CB = S 0 0 ° 2 9 ' 5 0 " W Δ= 1 6 ° 4 7 ' 5 5 " -- - L = 9 1 . 7 7 R = 3 1 3 . 0 0 N08 ° 5 3 ' 4 8 " E 10. 4 1 17.00 N81°06'01 " W N0 8 ° 5 3 ' 4 8 " E 1 2 6 . 3 6 - - - S81°06'12" E 9 0 . 0 0 N0 8 ° 5 3 ' 4 8 " E 1 3 7 . 1 2 - - - 36 . 1 2 32 . 0 0 - - - S81°06'01" E 8 4 . 9 3 67.93 N89°00'31"E 5.15 N89°00'31"E 87.26 ---N89°00'31"E 45.59 37.00 32.00 32.00 --- -- - 7 9 . 0 0 N 0 0 ° 5 9 ' 2 9 " W -- - 7 9 . 0 0 S 0 0 ° 5 9 ' 2 9 " E -- - 7 9 . 0 0 S 0 0 ° 5 9 ' 2 9 " E 4 5 6 7 3 21 2 37 . 0 0 1.65 S83°29'05"E 7 4 . 3 3 N36 ° 2 2 ' 0 0 " E 34. 1 2 1.99 18. 6 8 N36 ° 2 2 ' 0 0 " E S83°29'05"E 4 1 . 1 5 37.32 7.83 8. 9 5 13 . 8 2 12.90 Drainage & Utility Easement Drainage & Utility Easement DETAIL (SCALE: 1 INCH = 20 FEET) DETAIL 90 PH (952) 227-1100 • ChanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Application: Requesting Preliminary & Final Plat (Planning Case #2025-01) Staff Report Date: October 7, 2026 Drafted By: Rachel Arsenault, Planner II Planning Commission Review Date: October 6, 2026 City Council Review Date: October 12, 2026 SUMMARY OF REQUEST: The Applicant is requesting preliminary and final plat approval for the replatting of the 40 attached townhome lots. This request is to extend the rear lot line of each parcel by 5 feet; the additional area will be taken from the HOA common lots. LOCATION: See Image PID: 256180150 - 256180560 APPLICANT: Pioneer Ridge, LLC PROPERTY OWNER: Pioneer Ridge, LLC PRESENT ZONING: R-8- Mixed Medium Density 2040 LAND USE PLAN: Residential- Medium Density (4.1-8.0 units/net acre) ACREAGE: 6.22 Acres (gross) 6.22 acres (net) DENSITY: 6.4 units/acre (gross), 6.4 units/acre (net) PROPOSED MOTION: “The Chanhassen City Council approves the preliminary and final plat for the Pioneer Ridge 2nd Addition subdivision subject to the conditions of approval and adopts the attached Findings of Fact and Decision.” 91 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a preliminary and final plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the proposed plat. This is a quasi- judicial decision. APPLICABLE REGULATIONS Chapter 18, Subdivision Chapter 20, Article XXIV-2, “R-8” Mixed Medium Density Residential District PROPOSAL/SUMMARY The Applicant is proposing the replatting of the Pioneer Ridge development for the 40 attached townhome lots. ___________________________________________________________________________ REQUEST FOR PRELIMINARY AND FINAL PLAT APPROVAL - SUBDIVISION REVIEW This proposed replat is for the Pioneer Ridge subdivision; the final plat was previously approved by City Council on September 8, 2025. Pioneer Ridge is a subdivision consisting of 54 lots, including 14 detached townhomes and 40 attached townhome lots. The proposed plat for Pioneer Ridge 2nd Addition incorporates an additional 5 feet of depth to the rear of each attached townhome lot. This will cause a reduction in the common HOA lots that encompass the properties. New drainage and utility easements will be dedicated and will adhere to the newly proposed lot lines. This alteration will not change the original proposed drainage or topography. Gas utilities serving these homes were elected to be installed in the front yard rather than along the rear yards, which requires the attached townhomes to be pushed deeper into the individual attached townhome lots. The attached townhomes are planned to have both decks and patios, which cannot extend into the common HOA land. The additional 5 feet of lot depth will allow the planned decks and patios to be constructed as anticipated. The Applicant shall update the subdivision plat area and density calculations shown on the second addition plat to be consistent with the plat area of the proposed second addition and density. The correct plat area and density calculation is noted on the f irst page of this staff report, and it conforms with City Code. When considering a subdivision application, City Code directs the City to consider seven (7) aspects of the proposed subdivision. The seven (7) considerations and findings are as follows: a) The proposed subdivision is consistent with the zoning ordinance. Finding: Subdivision meets all of the requirements of the “R-8” Mixed Medium Density Residential District. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's Comprehensive Plan; 92 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Finding: Subdivision is consistent with applicable city, county and regional plans including the City’s Comprehensive Plan. c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; Finding: The subject property is suitable for the proposed development. d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; Finding: The development plans adequately demonstrate the ability to serve the site with sanitary, water, and stormwater utilities as well as provisions for private streets and erosion control. e) The proposed subdivision will not cause significant environmental damage subject to compliance with the conditions of approval; Finding: The proposed subdivision conforms to City Code for purposes of preservation of bluff areas as well as the city’s requirements for landscaping replacement plantings associated with proposed tree removals. f) The proposed subdivision will not conflict with easements of record; Finding: The proposed subdivision has relocated overhead power lines. As a result, the proposed subdivision does not conflict with easements of record. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is not premature as it has adequate plans for stormwater drainage, adequate roadways, sanitary sewer systems, and public improvements and support systems. PLANNING COMMISSION RECOMMENDATION The Chanhassen Planning Commission recommended approval of the preliminary plat as proposed. STAFF RECOMMENDATION Staff recommends approval of the preliminary and final plat as proposed. 93 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Pioneer Ridge LLC – Planning Case No. 2025-01, Pioneer Ridge. Request for Preliminary and Final Plat Approval for a multi-family residential subdivision for 40 attached townhomes. On October 12, 2026, the Chanhassen City Council met at its regularly scheduled meeting to consider the application of Pioneer Ridge LLC for a townhome residential development. The City Council and now makes the following: FINDINGS OF FACT 1. On September 15, 2026, the City received a land use application for the property legally described in attachment Exhibit A for the following: A. A preliminary & final plat application for replatting a 40-lot subdivision of mixed medium density residential. 2. The property is currently zoned R-8 Mixed Medium Density Residential. 3. The property is guided by the Land Use Plan for Medium Density Residential. 4. SUBDIVISION FINDINGS a) The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets all of the requirements of the “R-8” Mixed Medium Density Residential District. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's Comprehensive Plan; Finding: The subdivision is consistent with applicable city, county and regional plans including the City’s Comprehensive Plan. c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; Finding: The subject property is suitable for the proposed development. 94 2 d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; Finding: The development plans adequately demonstrate the ability to serve the site with sanitary, water, and stormwater utilities as well as provisions for private streets and erosion control. e) The proposed subdivision will not cause significant environmental damage subject to compliance with the conditions of approval; Finding: The proposed subdivision conforms to City Code for purposes of preservation of bluff areas as well as the city’s requirements for landscaping replacement plantings associated with proposed tree removals. f) The proposed subdivision will not conflict with easements of record; Finding: The proposed subdivision has relocated overhead power lines. As a result, the proposed subdivision does not conflict with easements of record. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is not premature as it has adequate plans for stormwater drainage, adequate roadways, sanitary sewer systems, and public improvements and support systems. 5. The planning report Planning Case 2025-01, dated October 7, 2026, prepared by Rachel Arsenault, et al, is incorporated herein. 95 3 DECISION The City Council adopts the attached findings of fact and decision that the City Council grants Preliminary and Final Plat approval for a multi-family residential subdivision for 40 attached townhomes. ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_. CHANHASSEN CITY COUNCIL BY:___________________________________ Its Mayor BY:_ __________________________________ Its City Manager 96 4 EXHIBIT A Lots 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, and 35, Block 1; Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, and 21, Block 2, Pioneer Ridge, Carver County, Minnesota. 97 City Council Item October 12, 2026 Item Design contract for EWTP Biological Treatment Feasibility Study File No.ENG 23-18 Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a contract amendment with WSB to prepare a feasibility study for Biological Treatment at the East Water Treatment Plant." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY Consider approving a contract amendment in order for the consultant (WSB) to prepare a feasibility study on conversion of the East Water Treatment Plant to biological filttration. BACKGROUND WSB completed a Pilot Study in 2025 to determine if the change in water treatment process at the EWTP would be viable. The results of that study indicated the modified filtration process could be pursued. The next step is to determine the actual scope of improvements and the related costs should the city consider changing filtration processes. DISCUSSION The goal for this feasibility study is to fully assess and document the challenges, costs, operational savings, benefits, and best practices associated with implementing biological filtration at the EWTP. 98 The scope of services and fee proposal is attached. The feasibility study should take approximately 4 months to complete. Upon completion of the feasibility study, the city would then decide whether or not to move ahead with the process change, complete final design, and authorize construction. BUDGET The fee for preparing the feasibility study is $59,620 which is appropriate for the scope of services provided. The existing contract will be amended to cover the additional fee. This expense will come from the Engineering Consulting line item in the Water Enterprise fund. RECOMMENDATION Staff recommends approval of the contract amendment to advance with the feasibility study. ATTACHMENTS PSA Amendment - Biofiltration Feasibility Study Chanhassen EWTP Biofiltration Feasibility Study Proposal 99 PROFESSIONAL SERVICES AGREEMENT AMENDMENT BIOLOGICAL WATER TREATEMENT STUDY AT CHANHASSEN EWTP AMENDMENT No. I of existing AGREEMENT made this l2th day of October 2026,by and between the CITY OF CHAI\HASSEN, a Minnesota municipal corporation ("City") and WSB & Associates, Inc. ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENAI\TS, THE AGREEMENT DATED DECEMBER 11, 2023, IS AGREED BY THE PARTIES TO BE AMENDED AS FOLLOWS: 1. SCOPE OF SERVICES. The SCOPE OF SERVICES are hereby modified to include a feasibility study based on the successful results of the pilot study. The feasibility study SCOPE OF SERVICES is outlined in the attached Consultant proposaldated April 30,2026. 2. COMPENSATION. The existing total fee of $39,000.00 is hereby modified by $59,620.00, inclusive of expenses, resulting in a total revised fee of $98,620.00. 3. AMENDMENT TERMS. All otherterms of the original AGREEMENT remain unchanged and unaffected by this AMENDMENT. Dated:2026. CITY OF CHANHASSEN BY: Elise Ryan, Mayor BY: Laurie Hokkanen, City Manager h%*,Dated: October 2 2026 WSB AND ASSOCIATES, INC. By: Steven G. Nelson, P.E Its Director of WaterMastewater PROFESSIONAI SERVICES AGREEMENT AMENDMENT No I-EWTP Biological Treatment 100 WSb =o 9(,z = .! j z a i II April 30, 2026 Mr. Charles Howley Director of Public Works; City Engineer City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Letter of Agreement for Professional Engineering Services Chanhassen East Water Treatment Plant (EWTP) Biological Filtration Feasibility Study Dear Mr. Howley Congratulationsl Your proactive etforts to investigate a new, more sustainable, and natural way to treat Chanhassen's drinking water revealed that Biological Filtration may have the potential to greatly benefit your community and your drinking water customers. The Biological Filtration Pilot Study you pursued: 1) Achieved good iron, manganese, and ammonia removal, using filter beds matching those at Chanhassen's existing East Water Treatment Plant (EWTP); and 2) Achieved said removals while demonstrating filter runtimes 5.5x higher than full-scale and while operating at filter loading rates 670lo higher than achieved by - and approved for - your WTP's full-scale conventional filtration method. The key practical implication of these results is that the capacity of Chanhassen's EWTP could be increased by operating the existing filters at up to 5.0 gpm/ff2 (versus the current 3.0 gpm/ft2) without building new facilities or expanding existing facilities and with a lower backwashing frequency, lower chemical costs, and long{erm net cost savings. Enqineerinq Services Goal: The City's goal for this feasibility study is to fully assess and document the challenges, costs, operational savings, benefits, best practices, and public engagement associated with implementing biological filtration at the Chanhassen EWTP. Scope of work: The proposed scope of work includes "Task 1" through "Task 8", outlined below Task 1: Proiect Manaaement and Wotu Group Meetinos WSB will lead project management, coordination, and communication. Project team members and stakeholders will be kept informed regarding proJect challenges, opportunities, schedule, and project budget in the interest of providing the greatest possible value to the City. WSB appreciates the opportunity to propose a Biological Filtration Feasibility Study. During this study we will provide professional services that will help the City of Chanhassen ("The City") investigate how to maximize the benefits of this new, more sustainable, and natural way of treating its drinking water. 101 Charles Howley Letter of Agreement - Biological Filtration Feasibility Study April 30, 2026 Page 2 The proposed work plan will include four (4) meetings with City staff; some WSB participants may attend these meetings virtually. Kick-off Meeting: WSB will schedule an initial meeting with City staff that may be involved in the proJect to provide an overview of the project, establish communication, and begin planning for the project's success. Two lntemediate Work Group Meetings: WSB will plan and lead two (2) work group meetings with City staff and will actively facilitate input to help the City identify preferred improvements and operational solutions. WSB intends to work closely with the City so final deliverables reflect the City's wishes. Draft Report Review Meeting.. WSB will hold a meeting with City staff to review the draft report and solicit recommendations. Task 2: ComDlete a Matte Scan of the E WTP WSB wjll capture, process, and publish a 3D Matterport scan of the existing EWTP for improvements tracking, data storage, collaboration, and as a design reference. The Matterport scan will be hosted on WSB's enterprise account and will not represent an additional expense to the City aside from the 3.9% overall engineering fee component included in Section 1.2. Once the 3D scan is published, WSB will provide links for asset management and as an as-built reference for subsequent full-scale biological filtration improvements. Task 3: Complete Filter DO Testing WSB will collect multiple representative pre-filter samples for dissolved oxygen (DO) concentrations from existing full-scale filters. Measurements will be collected downstream of cascading filter weirs in accordance with MDH recommendations. lf existing DO concentrations in full-scale filters are in accordance with Section 6.1 of the pilot study report, supplementary aeration will not be required for biological filtration. WSB staff will assess performance of the existing EWTP and identify modifications needed to accommodate the City's current and future drinking water demands with biological filtration. Types of expected modifications are lasted below: Process Modifications - will be needed to accommodate the aeration, chemical feed, filtration, and filter backwash requirements of biological filtration. Aeration improvements are pending filter DO testing, and filter backwash modifications will not be required. Operational Modifications - will be needed to ensure ongoing maintenance, monitoring, and optimization of biological filtration. For the City's knowledge of what to expect from a Matterport scan, reference WSB's legacy scan of the Chanhassen West Water Treatment Plant (\ r'WTP): httos://mv.matteroort.com/show/?m=cOTgCoQZ3vc. Additional details will be provided in the Kick-off Meeting. Task 4: lnvestioate Modifications Needed at the EWTP Temporary/Phased Monitoring - will be required by the Minnesota Department of Health (MDH) as biological filtration is being implemented. 102 Charles Howley Letter ofAgreement - Baological Filtrataon Feasibility Study April 30, 2026 Page 3 EWTP Capacity Modlficaflons - other modifications may be required lo accommodate the City's future water demands as needed. WSB will include MDH documents as Appendices to the Biological Filtration Feasibility Study report. Likely appendices include: Appendix A: MDH Plan Review Approval Letter for the Biological Pilot Study Task 5: Opinion of Probable Cost WSB will prepare a preliminary opinion of probable cost (OPC) for proposed modifications selected by the City and required by MDH. Task 6: WTP Expansion Lile Cost / Break-Even Analvsis WSB will prepare a 3o-year proJection of EWTP lafe cycle costs, per unit water produced, comparing conventional filtration (default) to biological filtration. The analysis will factor in items such as capital costs, operational costs, chemical use, and future renovation costs. To complete this analysis, WSB will use data collected during the pilot study as well as historical chemical cost data and water demand proJections provided by the City. Task 7: Feasibilitv Studv Repoft WSB will develop a Feasibility Study Report to fully document the challenges, costs, operatjonal savings, additional benefits, best practices, and public engagement associated with implementing biological filtration at the Chanhassen EWTP. Upon review by and solicitation of feedback from the City, WSB will submit this Report to MDH for approval. ln accordance with the MDH Plan Review Approval Letter for the Biological Pilot Study dated March 18, 2026, WSB will investigate how finished water from a converted (biological) EWTP would blend in the distribution system with finished water from the conventional \M ,lTP, including ramifications for system water quality. Task 8: Subconsultant - Desion Tree WSB willwork with our preferred Mechanical Engineer, Design Tree Engineering (DTE), to assess HVAC and insulation improvements to the EWTP Filter Gallery for the purposes of elevating pre- filter water temperatures in accordance with Section 6.8 of the pilot study report. DTE scope will anclude meetings, site visits, investigation, and preparation of a design narrative as required. Schedule WSB willwork with the City and MOH to establish a schedule that works for both parties. We anticipate that the majority of WSB'S work could be completed within 16 weeks of notice to proceed. lt may then take an additional 8 weeks to receive MDH approval letter(s), for inclusion as Appendices in the final report (see Task 4 above). ln total, WSB anticipates that the flnal report will be available within 24 weeks of the notice to proceed. 103 Charles Howley Letter of Agreement - Biological Filtration Feasibility Study April30, 2026 Page 4 Fees WSB will complete the proposed scope of work for an hourly, not-to-exceed fee of $59,620. The estimated fee breakdown by task is shown below. lf you are in agreement with the scope of services herein, please sign the bottom of this letter and return a copy to WSB. Our receipt of an executed copy will be WSB's notice to proceed. lf you have any questions about this proposal, please feel free to call me at (612) 258-8152. Sincerely, wsB Steve Nelson, PE Director, WaterMastewater (612) 258-81s2 ACCEPTED BY: Gity of Chanhassen Name Tifle Date 1 Project Management and Work Group Meetings $ 10,230 2 WTP Matterport Scan $ 2,320 3 Filter DO Testing $ 620 lnvestigation of Modifications Needed at the WTP $ 20,7404 Opinion of Probable Cost $ 2,4305 WTP Expansion Life Cycle Cost & Break-Even Analysis $ 5,25sb Feasibility Study Report $ 14,7257 8 Subconsultant - Design Tree $ 3,300 Task No Description Estimated Fee Total Estimated Fee $ 59,620 104 City Council Item October 12, 2026 Item Approve Interim City Manager Agreement File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION "The City Council approves the Employment Agreement with Brian Heck and authorizes the Mayor and City Manager to sign it." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY Staff recommends approval of an employment agreement with Brian Heck to serve as Interim City Manager beginning December 7, 2026. The agreement provides continuity of leadership between the current City Manager's departure on December 4, 2026, and the start of a permanent City Manager. Mr. Heck would be paid $125 per hour, generally work 32 hours per week, and receive no insurance benefits or paid time off. BACKGROUND DISCUSSION BUDGET 105 At 32 hours per week, wages are $4,000 per week, or about $17,300 per month. At the 40-hour maximum, wages are $5,000 per week, or about $21,700 per month. The City also pays the employer share of PERA and payroll taxes. These costs will be paid from the City Manager salary and benefits line in the Administration budget, which is otherwise unspent while the position is vacant. RECOMMENDATION Staff recommends that the City Council approve the Employment Agreement with Brian Heck and authorize the Mayor and City Manager to sign it. ATTACHMENTS Chanhassen Employment Agreement Brian Heck 106 EMPLOYMENT AGREEMENT AGREEMENT made this 12th day of October, 2026, by and between the City of Chanhassen (“City”) and Brian Heck (“Employee”). The parties agree as follows: 1. POSITION. City agrees to employ Employee as its Interim City Manager effective December 7, 2026. Employee agrees to serve as Interim City Manager in accordance with the position description and to perform the duties and responsibilities of the position, as well as duties assigned to him from time to time by the City. 2. PERA. Employee shall be enrolled in PERA as required by law. 3. SALARY. City shall pay Employee a salary of $125 per hour. 4. HOLIDAYS. City shall provide Employee the same holidays as enjoyed by other non-represented employees. 5. BENEFITS. No health insurance, dental insurance, life insurance, or other similar benefits shall be provided. Employee will not accrue PTO but will earn paid sick and safe leave in accordance with state law. 6. REIMBURSED EXPENSES. City will reimburse Employee for reasonable and necessary job- related expenses, as allowed for all City employees. 7. HOURS OF WORK. Employee will generally work 32 hours per week, depending upon workload. The employee is authorized to work 40 hour per week if he determines it is required to meet the obligations of the job. 8. GENERAL CONDITIONS OF EMPLOYMENT. Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of City to terminate the services of Employee at any time, for any reason, subject only to the provisions of this Agreement. Furthermore, nothing in this Agreement shall prevent, limit or otherwise interfere with the right of Employee to resign at any time from his position with the City, subject only to the provisions of this Agreement. Elise Ryan Brian Heck Mayor Employee Laurie Hokkanen City Manager 107 City Council Item October 12, 2026 Item Adopt 2027 Meeting Schedule File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council adopts the 2027 City Meeting Schedule." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the City Council adopt the attached 2027 Meeting Calendar. ATTACHMENTS 108 2027 meeting calendar 109 CITY OF CHANHASSEN 2027 MEETING SCHEDULE S M T W T F S S M T W T F S S M T W T F S 1 2 1 2 3 4 5 6 1 2 3 4 5 6 3 4 5 6 7 8 9 7 8 9 10 11 12 13 7 8 9 10 11 12 13 10 11 12 13 14 15 16 14 15 16 17 18 19 20 14 15 16 17 18 19 20 17 18 19 20 21 22 23 21 22 23 24 25 26 27 21 22 23 24 25 26 27 24 25 26 27 28 29 30 28 28 29 30 31 31 S M T W T F S S M T W T F S S M T W T F S 1 2 3 1 1 2 3 4 5 4 5 6 7 8 9 10 2 3 4 5 6 7 8 6 7 8 9 10 11 12 11 12 13 14 15 16 17 9 10 11 12 13 14 15 13 14 15 16 17 18 19 18 19 20 21 22 23 24 16 17 18 19 20 21 22 20 21 22 23 24 25 26 25 26 27 28 29 30 23 24 25 26 27 28 29 27 28 29 30 30 31 S M T W T F S S M T W T F S S M T W T F S 1 2 3 1 2 3 4 5 6 7 1 2 3 4 4 5 6 7 8 9 10 8 9 10 11 12 13 14 5 6 7 8 9 10 11 11 12 13 14 15 16 17 15 16 17 18 19 20 21 12 13 14 15 16 17 18 18 19 20 21 22 23 24 22 23 24 25 26 27 28 19 20 21 22 23 24 25 25 26 27 28 29 30 31 29 30 31 26 27 28 29 30 S M T W T F S S M T W T F S S M T W T F S 1 2 1 2 3 4 5 6 1 2 3 4 3 4 5 6 7 8 9 7 8 9 10 11 12 13 5 6 7 8 9 10 11 10 11 12 13 14 15 16 14 15 16 17 18 19 20 12 13 14 15 16 17 18 17 18 19 20 21 22 23 21 22 23 24 25 26 27 19 20 21 22 23 24 25 24 25 26 27 28 29 30 28 29 30 26 27 28 29 30 31 31 City Holidays Council Meetings: 2nd & 4th Mondays - 5:30 pm Work Session, 7:00 pm Regular Meeting Planning Commission: 1st & 3rd Tuesdays - 6:00pm Exceptions: August 3, moved to Aug 2 due to Night to Unite, Nov. 2 moved to Nov. 1 for elections Park & Recreation Commission: 4th Tuesday - 6:00pm (2nd Tue in Dec) Environmental Commission: 2nd Wednesday - 6:00pm (No meeting in Aug) Commission on Aging: 3rd Friday - 10:00am Exceptions: No meeting in July June 18 moved to June 23, no meeting in December Night to Unite (No City Meetings) Election Days - school board - possible special election (No City Meetings) School District Spring Breaks G:\Agendas\Annual Meeting Calendars\2027 meeting calendar JANUARY FEBRUARY MARCH APRIL MAY JUNE AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER JULY Updated 9/30/2026 110 City Council Item October 12, 2026 Item Encroachment Agreement at 581 Fox Hill Drive (Lot 1, Block 1, Fox Ridge Estates) File No.N/A Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an Encroachment Agreement identifying encroachments upon an existing public drainage and utility easement located on 581 Fox Hill Drive (Lot 1, Block 1, Fox Ridge Estates)." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owners of 581 Fox Hill Drive (Michael Rohlfsen and Mimi Cho-Rohlfsen) desire to add large stone pavers on the subject property that encroaches on easement area. The property is legally described as Lot 1, Block 1, Fox Ridge Estates. Since the improvements encroach within the easement that has active public sewer and water utilities, an Encroachment Agreement (EA) is needed to document that the property owner is fully responsible for the private improvements within the easement due to any city maintenance activities. DISCUSSION 111 The attached EA was drafted by the City Attorney's office and is signed by the property owners. Upon city approval and execution, the EA will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS 581 Fox Hill Drive -EA 10.12.26 112 (reserved for reco rd i n g i n lo r7n a t io n ) ENCROACHMENT AGREEMENT AGREEMENT made this _ day of 2026, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (-City1, and MICHAEL ROHLFSEN and MIMI CHO-ROHLFSEN a married couple. ("Owners"). l. BACKGROUND. Owners are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesot4 legally described as follows: Parcel ID No.253070010 Lot l, Block l, Fox Ridge Estates, Carver County, Minnesota. (Torrens Property, COT #44120.0) having a street address of58l Fox Hill Drive, Chanhassen, Minnesota 5531 7 ("Subject Property"). The City owns easernents for sanitary sewer and watermain purposes over a portion ofthe Subject Property ("Easement Area"). Owners desire to add large stone pavers on the Subject Property that encroaches on the Easernent Area as depicted on the attached Exhibit "A". 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment ofthe large stone pavers in its Easernent Area on the Subject Property subject to the conditions set forth in this Agre€ment. Further conditions of encroachment approval are: 24o3o,,e2 I 113 The City shall have no responsibility to maintain, repair or replace the large stone pavers located within the Easernent Area. The large stone pavers that are installed on the Subject Property and in the Easement Area must not impact or increase water drainage on the abutting properties or cause any adverse damage pattems or erosion to the abutting properties. The Owners, their heirs, successors and assigns, are fully responsible and liable for any and all damage caused to the large stone pavers because of them being installed in the Easement Area. The Owners of the Subject Property will own and maintain the large stone pavers. Further, Owners agree that the large stone pavers shall be installed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARN{LESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Area, Owners, for themselves, their heirs and assigns, hereby agree to indanniff and hold the City harmless from any damage caused to the Subject Property, including the large stone pavers in the Easernent Area, caused in whole or in part by the encroachment into the Easernent Area. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the easement areas for drainage or utility purposes and the large stone pavers are inconsistent with the City's use of the easement. Prior to termination, the City will give the then owners of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case ofan emergency condition as determined solely by the City and ttris Agreement may then be terminated immediately. The property owners shall remove that portion ofthe fence to the extent it impacts the Easement Area to the effective date of the termination of this Agreernort. If the owners fail to do so, the City may remove the large stone pavers to the extent it impacts the Easement Area and chmge the cost of removal back to the owners for reimbursernent. a a 2 240168\2 114 5. RECORIIING. This Agreernent shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (SEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrumenl was acknowledged before me this day of 2026, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public ) )ss. ) 3 140368v2 115 PROP RTY OWNERS: Michael Rohlfsen STATE OF MINNESOTA cor-rNryoF Cinr,,r(/ Oc+<,lxt STATE OF MINNESOTA couNry or (-arve-C % |r/adrrna-n / The foregoing instrument was acknowledged before me this La day of Mimi Cho-Rohlfsen .2026, by Michael Rohlfsen, spouse to Mimi Cho-Rohlfsen. ) )ss ) ) )ss. Nolary blic ) The foregoing instrument was acknowledged before me this L Ouy of C.lc +ob</,2026,by Mimi Cho-Rohlfsen spouse to Michael Rohlfsen. Notarv lic DRAFTED BY: CAMPBELL KNUTSoN, Prole ssio nsl As s o c ioti o n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (65 1 ) 452-5000 AMP/amt 4 Auv x. wetouaN Rolic-Mhn€8oraNolarYm931firE4t!5Coflrnialo.ltn AMY K. WEIDMAN Public-MimdotaNcdaryM31Bgt!.l,ty 240168\l 116 3 F ca x Ir,l e .g E o I o- e 6 99-" 10 1 iltt , a I o CERTIFICATE OF SURVEY FOR: DENALI CUSTOM HOMES 14352 llnh.lonto Blvd Woyzolo, II 55191 Otllc.: (952) a78-2t70 nrflfr'LEOEt{OI Ii, i@Ed^r''l 6 d rrwo|' Er Eor @Y adr LfE ffirr.''6 (P) i'o6 arv^id 6 s NlAOOFESS EIEE IEGAL OESCFIPT ON OENALI CL'STOM HOIi'ES N LOT AAEAI PFOPOSEO ELEVATIONSI 0r020 ,t0 SCALf IEET ;$eEE's z !1 117 City Council Item October 12, 2026 Item Resolution 2026-XX: Call for Public Improvement Hearing for the Bluff Creek Drive Rehabilitation Project File No.ENG 27-03 Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution calling for a public hearing to be held on October 26, 2026, regarding the Bluff Creek Drive Rehabilitation project." Motion Type Simple Majority Vote of members present Strategic Priority Communications SUMMARY Formal action to 'call for a public hearing' to be held at the October 26, 2026 City Council meeting. This action is a requirement of the MS 429 process for projects that utilize assessments. BACKGROUND Staff utilized the City's Pavement Management Program to scope out the project limits as shown in the attached 5-year CIP map. A feasibility study is being prepared and will be presented to the City Council as part of the public hearing on October 26, 2026. The project page is available at: https://www.chanhassenmn.gov/government/projects/street- projects/bluff-creek-drive-rehabilitation-project DISCUSSION 118 The pavement is proposed to be rehabilitated via a full depth reclamation. Most of the existing curb will remain. Minor drainage improvements will be included. Traffic safety improvements will be analyzed and included as deemed prudent. The city is in discussions with Carver County concerning what improvements should be made at the MN River Bluffs Regional Trail crossing and adjacent trailhead area. Improvements made on the regional trail would be funded by the County. BUDGET The total project budget is $550,000, as identified in the 5-yr CIP, excluding any improvements related to the regional trail. RECOMMENDATION Staff recommends the City Council call for a Public Hearing regarding the improvements for City Project Number 27-03 to be held during the Council meeting on October 26, 2026, to facilitate receiving public input regarding the feasibility of the project and assessments thereof. ATTACHMENTS Resolution 26-XX - Call Improvement PH for 27-03 Bluff Creek Drive 27-03 CIP Project Sheet Streets 5-Year CIP Map 119 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 12, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION CALLING FOR A PUBLIC HEARING FOR THE BLUFF CREEK DRIVE REHABILITATION PROJECT NO. 27-03 WHEREAS, a feasibility study has been prepared by ISG for the rehabilitation of Bluff Creek Drive programmed for 2027, and this study will be received by the City Council on October 26, 2026; and WHEREAS, the feasibility study provides information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for benefitting parcels; and WHEREAS, a public hearing shall be held on the proposed improvements on the 26th day of October, 2026, in the council chambers of the city hall at 7 p.m. and the City Clerk shall give mailed and published notice of such hearing and improvements as required by law. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council that the City Council will receive and consider accepting the feasibility study on October 26, 2026, and consider the improvements of such project in accordance with the study and the assessment of benefitting properties for a portion of the cost of the improvements pursuant to Minnesota Statutes, Chapter 429. PASSED AND ADOPTED by the Chanhassen City Council this 12th day of October 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 120 Streets - Bluff Creek Drive Overview Request Owner Charlie Howley, PW Director/City Engineer Department Annual Pvmnt Mgmt Contracted Form Type Capital Improvement Request Type Street Construction/Reconstruction Project Number ST-BluffCrkDr Description Bluff Creek Drive rehabilitation, south of TH 212 to CSAH 61 Capital Cost Breakdown Capital Cost FY2026 FY2027 Total Engineering $0 $50,000 $50,000 Construction/Maintenance $0 $500,000 $500,000 Total $0 $550,000 $550,000 Capital Cost Total Budget (all years) $550K Project Total $550K Capital Cost by Year Construction/Maintenance Engineering 2026 2027 $.0000 $550,000.00 $0 $150K $300K $450K Capital Cost for Budgeted Years TOTAL $550,000.00 Construction/Maintenance (91%)$500,000.00 Engineering (9%)$50,000.00 121 Funding Sources Breakdown Funding Sources FY2026 FY2027 Total Streets - PMP Funds $0 $500,000 $500,000 Streets - PMP Assessments $0 $50,000 $50,000 Total $0 $550,000 $550,000 Funding Sources Total Budget (all years) $550K Project Total $550K Funding Sources by Year Streets - PMP Assessments Streets - PMP Funds 2026 2027 $.0000 $550,000.00 $0 $150K $300K $450K Funding Sources for Budgeted Years TOTAL $550,000.00 Streets - PMP Assessments (9%)$50,000.00 Streets - PMP Funds (91%)$500,000.00 122 ## ## ########### ##### ### ### # # # ## ##### # ## # # ## ## # ###### # # ### # # #### # # ##### # # # # ## ## ## # # Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST14 ST15 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve City Center Park Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5 SA7 SA5 SA101 SA5 SA41 )212 P o w e r s Blvd Hw y 2 1 2 Au d u b o n R d Cha nha s s e n Rd Arboretum Blvd Pioneer Trl Galpin Bl v d Lyman Blvd Ha z e l t i n e B l v d M a r k e t Bl v d Po w e r s B l v d Hwy 7 F l y i n g C l o u d D r G reat Pl a insBlvd Arbo r e t u m B l v d C o R d 1 0 1 ST101 ST101 Date Created: 12/8/2025 Do c u m e n t P a t h : K: \ D e p a r t m e n t s \ E n g i n e e r i n g \ C I P \ 2 0 2 6 - 2 0 3 0 \ C I P _ 5 Y e a r _ 2 0 2 6 - 2 0 3 0 . a p r x Created By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP Pavement Management Plan (PMP) - Streets (2026-2030) City of Chanhassen Legend Mill & Overlay Full Depth Reclamation ## ##Reconstruction 2026 2027 2028 2029 2030 123 City Council Item October 12, 2026 Item Resolution #2026-XX; Approve vacating portions of public drainage and utility easements in the Pioneer Ridge development File No.Vacation No. 26-05 Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Mackenze Grunig, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves a resolution authorizing the vacation of the public drainage and utility easements as dedicated on Lots 18, 19, 20, and 35, Block 1, and on Lot 21, Block 2, Pioneer Ridge." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY Consider vacating portions of the platted public drainage and utility easements as dedicated on Lots 18, 19, 20, and 35, Block 1, and on Lot 21, Block 2, Pioneer Ridge. BACKGROUND The developer of Pioneer Ridge has requested to replat a portion of the site. This will allow the developer to extend the rear lot line of each parcel by 5 feet. The additional area will be taken from the HOA common lots. The vacation has been publicly noticed consistent with Minnesota Stat. 412.851. This action requires a Public Hearing. 124 DISCUSSION The approval of this easement vacation request is contingent upon the recording of the new replat that will dedicate new public drainage and utility easements. BUDGET N/A RECOMMENDATION Staff recommends that the City Council approve the vacation of the Drainage and Utility Easements, subject to the conditions noted. ATTACHMENTS Resolution Vacation Exhibit Pioneer Ridge Plat Pioneer Ridge 2nd Addition Plat Notice of Public Hearing - Mail Notice of Public Hearing - Paper Presentation - Pioneer Ridge DU Vacation 125 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 12, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS WHEREAS, the property owner, Pioneer Ridge LLC, (“Applicant”) has requested the vacation of the public drainage and utility easement as legally described and depicted in Exhibit A attached hereto and incorporated herein (collectively referred to herein as “Easement”); and WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and mailed notice to the abutting property owners, to consider the vacation of the Drainage and Utility Easement; and WHEREAS, as a condition of the vacation, new public drainage and utility easements are being dedicated through the replating of the property, entitled Pioneer Ridge Second Addition, to replace the vacated portions. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1. The City Council hereby vacates the public drainage and utility easements as legally described in Exhibit A subject to the conditions noted; and 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof; and 3. The City Clerk shall transmit a certified copy of this Resolution to the County Auditor and County Recorder. 126 2 PASSED AND ADOPTED by the Chanhassen City Council this 12th day of October 2026. ATTEST: ___________________________________ ___________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 127 3 Exhibit A 128 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29303132 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 1819 20 21 35 1 2 3334 1 35 35 N: \ 0 0 5 0 9 3 0 . 0 0 \ D W G \ S U R V E Y \ 0 0 5 0 9 3 0 S - E S 0 3 . D W G 1 1 CHANHASSEN, MINNESOTA 09/01/2026 PIONEER RIDGE 2ND ADDITION EASEMENT VACATION PI O N E E R R I D G E . EJ SRM SHEET NUMBER: DATE: OF FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 0'150'300' © 2026 Westwood Professional Services, Inc. PROJECT NUMBER: 0050930.00 EASEMENT VACATION The Drainage & Utility Easements as dedicated on Lots 18, 19, 20 and 35, Block 1 and on Lot 21, Block 2, PIONEER RIDGE, according to the recorded plat thereof, Carver County, Minnesota. 129 130 131 132 Sheet 1 of 2 Sheets PIONEER RIDGE 2ND ADDITION I, Ernest M. Wirtz Jr, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Ernest M. Wirtz Jr, Licensed Land Surveyor Minnesota License No. 63119 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Ernest M. Wirtz Jr., Licensed Land Surveyor, Minnesota License No. 63119. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTA This plat of PIONEER RIDGE 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota By: By: Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 20 . Brian Praske, County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of , 20 . Crystal Campos, County Auditor By: COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of PIONEER RIDGE 2ND ADDITION was filed this day of , 20 , at o'clock .M., as Document No. . Kaaren Lewis, County Recorder By: KNOW ALL PERSONS BY THESE PRESENTS: That Pioneer Ridge LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, and 35, Block 1; Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, and 21, Block 2, all in Pioneer Ridge, Carver County, Minnesota. Has caused the same to be surveyed and platted as PIONEER RIDGE 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Pioneer Ridge LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . PIONEER RIDGE LLC By Its STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by , its of Pioneer Ridge LLC, a Minnesota limited liability company, on behalf of the company. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires PLAT FILE NO. C.R. DOC. NO. 13 3 S6 5 ° 4 0 ' 0 6 " W ∆ ∆ ∆ 1 2 N79°53'5 9 " W 67.13 S80°02'2 1 " E 79.25 N52 ° 5 4 ' 3 3 " E 126 . 6 3 S81°06'12" E 92.00 N0 8 ° 5 3 ' 4 8 " E 51 . 0 8 N81°06'12 " W 57.00 N0 8 ° 5 3 ' 4 8 " E 48 . 3 6 N81°06'12 " W 38.46 S29°54'33"E 7.24 N 0 8 ° 5 3 ' 4 8 " E 36 . 0 0 N0 8 ° 5 3 ' 4 8 " E 12 6 . 3 6 N89°00'31"E 349.02 N89°00'31"E 271.07 N 0 9 ° 0 6 ' 5 0 " W 1 4 5 . 7 7 N 0 9 ° 0 6 ' 5 0 " W 1 4 7 . 6 4 N86°29'10"W 76.67 N87°20'54"E 250.58 S2 2 ° 5 7 ' 1 7 " W 17 3 . 0 8 S3 0 ° 3 6 ' 5 2 " W 17 9 . 6 9 S89°58'43"E 78.48N85°01'31"E 66.22 N76°4 8 ' 4 4 " W 93.27 N47°48'20"W 29.81 N 5 2 ° 1 1 ' 3 3 " W 8 4 . 0 7 N24°58'42"W 29.11 N 1 5 ° 1 7 ' 4 8 " W 7 2 . 7 9 S38 ° 1 8 ' 1 7 " W 33. 7 6 S66°4 8 ' 0 0 " W 21.91 N81°06'12 " W 24.44 S81°06'12" E 17.00 ∆= 1 6 ° 4 7 ' 5 5 " L= 9 1 . 7 7 R= 3 1 3 . 0 0 CL = 9 1 . 4 4 CB = S 0 ° 2 9 ' 5 0 " W ∆=5°48'53" L=106.56 R=1050.00 CB=S80°57'3 0 " W CL=106.52 ∆=32 ° 3 9 ' 4 0 " L=59 8 . 5 5 R=10 5 0 . 0 0 CB=S 6 0 ° 3 7 ' 4 4 " W CL=5 9 0 . 4 8 ∆ = 5 6 ° 2 6 ' 0 7 " L = 2 4 9 . 9 7 R = 2 5 3 . 7 8 C B = S 3 5 ° 0 7 ' 3 4 " E C L = 3 3 3 . 2 5 ∆=1°17'39" L=23.73 R=1050.00 CB=S86°42'04"W CL=23.72 ∆=36° 4 2 ' 1 9 " L=622 . 6 0 R=971 . 8 6 CL=61 2 . 0 1 CB=S6 8 ° 0 5 ' 0 2 " W ∆=43°4 6 ' 5 8 " L=118. 4 4 R=155 . 0 0 S12°39'51"E 33.10 S12°39'51"E 32.50 N79°14'13" E 20.01 S80°12'13"W 1 3 8 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 N 0 9 ° 4 7 ' 4 7 " W 7 9 . 0 0 S 0 9 ° 4 7 ' 4 7 " E 7 9 . 0 0 N 0 9 ° 4 7 ' 4 7 " W 7 9 . 0 0 S80°12'13"W 1 3 8 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.0 0 32.0 0 32.0 0 37.0 0 37.0 0 32.0 0 32.0 0 37.0 0 N52 ° 1 7 ' 3 7 " E 1 3 8 . 0 0 S52 ° 1 7 ' 3 7 " W 1 3 8 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 S 3 7 ° 4 2 ' 2 3 " E 7 9 . 0 0 N 3 7 ° 4 2 ' 2 3 " W 7 9 . 0 0 S 3 7 ° 4 2 ' 2 3 " E 7 9 . 0 0 S61°5 0 ' 1 7 " W 1 3 8 . 0 0 S 2 8 ° 0 9 ' 4 3 " E 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N 2 8 ° 0 9 ' 4 3 " W 7 9 . 0 0 N61° 5 0 ' 1 7 " E 1 3 8 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 S 1 8 ° 3 7 ' 1 7 " E 7 9 . 0 0 N 1 8 ° 3 7 ' 1 7 " W 7 9 . 0 0 S 1 8 ° 3 7 ' 1 7 " E 7 9 . 0 0 S71°22 ' 4 3 " W 1 3 8 . 0 0 N71°22 ' 4 3 " E 1 3 8 . 0 0 N80°53'10"E 1 3 8 . 0 0 S80°53'10"W 1 3 8 . 0 0 N 0 9 ° 0 6 ' 5 0 " W 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 N 0 9 ° 0 6 ' 5 0 " W 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 S 0 9 ° 0 6 ' 5 0 " E 7 9 . 0 0 37.00 32.00 32.00 37.00 37.00 32.00 32.00 37.00 37.00 32.00 37.00 37.00 32.00 32.00 38.55 38.5532.0032.0037.0037.0032.0037.00 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S89°00'31"W 139.55S89°00'31"W 106.00 N89°00'31"E 106.00 N89°00'31"E 139.55 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N0 0 ° 5 9 ' 2 9 " W 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 N89°00'31"E 170.00 N89°00'31"E 170.00N89°00'31"E 138.00 N89°00'31"E 87.26 47 . 0 0 S0 0 ° 5 9 ' 2 9 " E 7 9 . 0 0 37.00 32.00 32.00 37.00 32.00 37.00 37.00 32.00 32.00 32.00 37.00 37.0032.0032.0032.0037.00 32 . 0 0 32 . 0 0 37 . 0 0 25 . 3 6 32 . 0 0 32 . 0 0 37 . 0 0 47.00 S81°06'12" E 9 0 . 0 0 N81°06'12 " W 9 0 . 0 0 S81°06'12" E 9 0 . 0 0 S81°06'12" E 7 1 . 4 4 N08°53'48"E 10.41 ∆=0°11'50" R=971.86 L=3.35 CL=3.35 CB=S88°54'36"W N37°31'04"W 13.69 N0 0 ° 5 9 ' 2 9 " W 32 . 0 0 N89°00'31"E 28.00 N0 0 ° 5 9 ' 2 9 " W 23 . 0 0 ∆=60°24'29" R=23.00 L=24.24 CB=S29°12'46"W CL=23.14 N89°00'31"E 38.36 S00°59'29"E 40.00 N 2 1 ° 4 0 ' 3 7 " W 8 7 . 4 1 S6 0 ° 1 7 ' 1 7 " E 39. 0 8 N0 5 ° 2 9 ' 1 3 " E 54 . 6 6 S 3 1 ° 5 3 ' 2 1 " E 6 4 . 5 8 N54° 4 0 ' 1 0 " E 44.8 5 S 5 2 ° 1 0 ' 2 2 " E 4 5 . 6 4 N57°03'57"E 8.77 N66°36'30"E 8.71 N76°07'57"E 8.20 N89°00'31"E 10.25 S89°00'31"W 10.50 S6 5 ° 4 0 ' 0 6 " W 27 . 7 6 N0 8 ° 5 3 ' 4 8 " E 1 3 7 . 1 2 Drainage & Utility Easement over all of Lot 21, Block 2 S80°41'16"W 62.16 S56° 1 4 ' 5 0 " W 9 5 . 4 9 S56° 1 4 ' 5 0 " W 9 9 . 8 2 S80°41'16 " W 30.86 1 0 10 ∆ = 1 1 ° 5 7 ' 3 0 " R = 2 4 3 . 7 8 L = 5 0 . 8 8 N80°41'16"E 6.69 N09°1 8 ' 4 4 " W 10.00 S80°41'16"W 11.02 N09°18'44"W 10.00 ∆=53° 0 2 ' 0 9 " R=58 . 5 0 L = 5 4 . 1 5 ∆=28°37 ' 2 2 " R=38.5 0 L=19.2 3 ∆=1°3 1 ' 5 3 " R=1 0 6 0 . 0 0 L=2 8 . 3 3 Drainage & Utility Easement R/W Boundary Corner B11 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe R/W Boundary Corner B8 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe R/W Boundary Corner B7 per Minnesota Department of Transportation Right of Way Plat Number 10-20 Found 1/2 Inch Open Pipe S0 0 ° 2 6 ' 1 5 " E 15 7 6 . 6 6 60 ∆=2°11'18" R=1050.00 L=40.10 6 0 east line of Lot 27, Block 1 PIONEER RIDGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14151617181920 21 1.00 3.60 4 . 7 5 4 . 7 5 4 . 7 5 1 . 5 8 16.00 Dr a i n a g e & U t i l i t y Eas e m e n t Dr a i n a g e & U t i l i t y Eas e m e n t Dr a i n a g e & U t i l i t y Ea s e m e n t 0 50 100 150 Sheet 2 of 2 Sheets PIONEER RIDGE 2ND ADDITION PLAT FILE NO. C.R. DOC. NO.NE Corner of Section 27, Twp. 116, Rge. 23 Found "X" in Stone NW Corner of Section 26, Twp. 116, Rge. 23 Found "X" in Stone SET 1/2" BY 14" IRON REBAR WITH CAP #63119 FOUND MONUMENT, AS SHOWN ON PLAT THE EAST LINE OF LOT 27, BLOCK 1, PIONEER RIDGE, HAS A BEARING OF S 00°59'29" E (CARVER COUNTY, NAD83(2011ADJ)) FOUND CARVER COUNTY CAST IRON MONUMENT (NOT TO SCALE) CITY OF CHANHASSEN SECTION 26 & 27, TOWNSHIP 116, RANGE 23 VICINITY MAP SITE PIONEER TRAIL 2627 HIG H W A Y 2 1 2 BL U F F C R E E K B L V D CO U N T Y R D 1 5 ACCESS CONTROL PER MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20∆ CL = 9 1 . 4 4 CB = S 0 0 ° 2 9 ' 5 0 " W Δ= 1 6 ° 4 7 ' 5 5 " -- - L = 9 1 . 7 7 R = 3 1 3 . 0 0 N08 ° 5 3 ' 4 8 " E 10. 4 1 17.00 N81°06'01 " W N0 8 ° 5 3 ' 4 8 " E 1 2 6 . 3 6 - - - S81°06'12" E 9 0 . 0 0 N0 8 ° 5 3 ' 4 8 " E 1 3 7 . 1 2 - - - 36 . 1 2 32 . 0 0 - - - S81°06'01" E 8 4 . 9 3 67.93 N89°00'31"E 5.15 N89°00'31"E 87.26 ---N89°00'31"E 45.59 37.00 32.00 32.00 --- -- - 7 9 . 0 0 N 0 0 ° 5 9 ' 2 9 " W -- - 7 9 . 0 0 S 0 0 ° 5 9 ' 2 9 " E -- - 7 9 . 0 0 S 0 0 ° 5 9 ' 2 9 " E 4 5 6 7 3 21 2 37 . 0 0 1.65 S83°29'05"E 7 4 . 3 3 N36 ° 2 2 ' 0 0 " E 34. 1 2 1.99 18. 6 8 N36 ° 2 2 ' 0 0 " E S83°29'05"E 4 1 . 1 5 37.32 7.83 8. 9 5 13 . 8 2 12.90 Drainage & Utility Easement Drainage & Utility Easement DETAIL (SCALE: 1 INCH = 20 FEET) DETAIL 13 4 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING October 12, 2026 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, October 12, 2026, at 7:00 p.m., in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes § 412.851 to consider the vacation of public drainage and utility easements as dedicated over Lots 18, 19, 20, and 35, Block 1 and Lot 21, Block 2, PIONEER RIDGE, according to the recorded plat thereof, Carver County, Minnesota: All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 135 NOTICE OF PUBLIC HEARING CITY OF CHANHASSEN COUNTY OF CARVER AND COUNTY OF HENNEPIN STATE OF MINNESOTA CITY COUNCIL MEETING September 28, 2026 7:00 p.m. CHANHASSEN CITY HALL 7700 Market Boulevard, Chanhassen, MN 55317 NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a public hearing on Monday, October 12, 2026, at 7:00 p.m., in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes § 412.851 to consider the vacation of public drainage and utility easements as dedicated over Lots 18, 19, 20, and 35, Block 1 and on Lot 21, Block 2, PIONEER RIDGE, according to the recorded plat thereof, Carver County, Minnesota: All interested parties are encouraged to attend this public hearing and express their opinions with respect to this proposal. If you have any questions, please contact: Mackenze Grunig, Project Engineer Phone: (952) 227-1165 (Publish in the Sun Sailor on October 1 & October 8, 2026) 136 Request to Vacate Drainage and Utility Easements Lots 18, 19, 20, and 35, Block 1, and on Lot 21, Block 2, Pioneer Ridge City Council Meeting October 12, 2026 137 Location Map Pioneer Ridge Development Request is from Pioneer Ridge, LLC for purposes of lot reconfiguration 138 Pioneer Ridge •Drainage and Utility Easements were platted with Pioneer Ridge (2025) •Private utility installations have moved from where planned •This results in the building pads needing to shift, which resulted in encroachments into the platted DUE’s 139 Conditions of Approval Pioneer Ridge 2nd Addition Property owner must dedicate new Drainage and Utility Easements via a replat (Pioneer Ridge 2nd Addition) •This action is on tonight’s Council agenda 140 Public Hearing •Vacating public Drainage and Utility Easements requires the city to hold a Public Hearing •Tonight is that hearing, which was duly noticed and scheduled •No objections on the easement vacations have been received 141 Recommended Motion "The Chanhassen City Council approves a resolution authorizing the vacation of the drainage and utility easements as dedicated on Lots 18, 19, 20, and 35, Block 1, and on Lot 21, Block 2, Pioneer Ridge, subject to the recording of the Pioneer Ridge 2nd Addition Plat” 142 City Council Item October 12, 2026 Item Ordinance XXX: Avienda Planned Unit Development (PUD) Ordinance Amendment File No.Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Community Development Director Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the attached Avienda Planned Unit Development Ordinance Amendment and adopts the attached Findings of Fact and Decision and approves the summary ordinance for publication." Motion Type Majority Vote of the entire Council Strategic Priority Development & Redevelopment SUMMARY The Applicant submitted a request to amend the Avienda Planned Unit Development (PUD) ordinance. Specifically, the Applicant originally submitted an application requesting eleven (11) amendment requests, which were reviewed by city staff and considered by the Planning Commission. Following review by the Planning Commission, the Applicant has rescinded the request for the two amendments that would allow for a vertical mixed-use apartment building with up to 200 residential units and at least 7,500 square feet of leasable public commercial space from the PUD amendment requests. The Planning Commission recommended approval of all remaining PUD amendment requests. The remaining requested amendments include the following: Fuel Island within District 1 Stormwater pond expansion Definition of “Entertainment” 143 Removal of “Car Wash” as a permitted use Sporting Goods & Entertainment Store Size District 1 and 2 Signage District 3 Signage District 1 Setbacks and Buffer and Landscape Standards Shared Parking BACKGROUND For additional information on the Avienda development, please visit the Avienda development page on the city website. DISCUSSION The city received public comment requesting information related to the public space included within Avienda. With the first phase of Avienda, the city was deeded 20.86 acres of wooded area south of Bluff Creek Blvd and north of River Rock Drive South. The city currently owns that acreage in fee title. This area is shown as "Outlot A" on Development Plan DP8.2. The 2022 PUD contemplated a central plaza area consisting of pavement and grassy areas. This area was shown as approximately 79,000 square feet (1.81 acres) exclusive of the commercial buildings and private patio spaces. In total, the central space measured approximately 125,000 square feet (2.87 acres) in area. The current proposal shows a central entertainment node that is approximately 56,000 square feet (1.29 acres) in size, exclusive of the ponding area measuring 63,900 square feet (1.47 acres) and the commercial buildings and private patio spaces, which measure an additional approximately 19,230 square feet (0.44 acres). In total, the central space, as proposed, measures approximately 139,000 square feet (3.19 acres) in area. The Applicant is not requesting city approval of PUD amendments allowing for additional residential uses within Avienda. This includes general market-rate, general affordable, market rate senior, or affordable senior housing. BUDGET RECOMMENDATION The Planning Commission recommended unanimous approval of the remaining PUD amendments. ATTACHMENTS Avienda Engineered Site Plan Avienda Architectural Site Plan and Renderings Staff Report - Avienda PUD Amendment Findings of Fact 144 Avienda PUD Ordinance 2026 Summary ordinance for publication 145 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C1.0-COVER SHEET.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S PRELIMINARY PLANS CLIENT: ENGINEER/LANDSCAPE ARCHITECT: ARCHITECT: AVIENDA RETAIL CENTER SHEET INDEX: FOR: VICINITY MAP- NOT TO SCALE C1.0 COVER SHEET MEASURE GROUP - PETE MOREAU, PE PO BOX 10 WAYZATA, MN 55391 PH: 612-440-0934 EMAIL: PMOREAU@MEASUREGRP.COM MEASURE GROUP - JOSH MCKINNEY, PLA PO BOX 10 WAYZATA, MN 55391 PH: 612-440-0934 EMAIL: JMCKINNEY@MEASUREGRP.COM HEMPEL REAL ESTATE - RICK MCKELVEY 800 LA SALLE AVE, SUITE 1250 MINNEAPOLIS, MN 55402 PH: 612-919-5294 EMAIL: RMCKELVEY@HEMPELCOMPANIES.COM Sheet Number Sheet Title C1.0 COVER SHEET C2.0 DEMOLITION PLAN C3.0 OVERALL SITE PLAN C3.1 NORTH WEST SITE PLAN C3.2 NORTH EAST SITE PLAN C3.3 WEST SITE PLAN C3.4 EAST SITE PLAN C3.5 SOUTH WEST SITE PLAN C3.6 SOUTH EAST SITE PLAN C4.0 GRADING PLAN OVERALL C4.1 GRADING NORTHWEST C4.2 GRADING NORTHEAST C4.3 GRADING WEST C4.4 GRADING EAST C4.5 GRADING SOUTHWEST C4.6 GRADING SOUTHEAST C5.0 UTILITY PLAN OVERALL C5.1 UTILITY NORTHWEST C5.2 UTILITY NORTHEAST C5.3 UTILITY WEST C5.4 UTILITY EAST C5.5 UTILITY SOUTHWEST C5.6 UTILITY SOUTHEAST C6.0 STORMWATER PLAN OVERALL C6.1 STORMWATER NORTHWEST C6.2 STORMWATER NORTHEAST C6.3 STORMWATER WEST C6.4 STORMWATER EAST C6.5 STORMWATER SOUTHWEST C6.6 STORMWATER SOUTHEAST C7.0 PHASE 1 EROSION CONTROL C7.1 PHASE 2 EROSION CONTROL C7.2 SWPPP NARRATIVE C7.3 SWPPP NOTES C8.0 SITE DETAILS C8.1 ADA DETAILS C8.2 ADA DETAILS C8.3 EROSION CONTROL DETAILS C8.4 UTILITY DETAILS C8.5 UTILITY DETAILS C8.6 STORM SEWER DETAILS L1.0 LANDSCAPE PLAN - OVERALL L1.1 LANDSCAPE PLAN NORTHWEST L1.2 LANDSCAPE PLAN NORTHEAST L1.3 LANDSCAPE PLAN WEST L1.4 LANDSCAPE PLAN EAST L1.5 LANDSCAPE PLAN SOUTHWEST L1.6 LANDSCAPE PLAN SOUTHEAST L2.0 LANDSCAPE DETAILS AND NOTES L2.1 LANDSCAPE DETAILS THIELEN & GREEN 7455 VILLAGE DRIVE, SUITE 110 LINO LAKES, MN 55014 PH: 763-553-7927 EMAIL: SITE LYMAN BLVD AV I E N D A P K W Y BLUFF CREEK BLVD P O W E R S B L V D US 2 1 2 14 6 922.3 927.8 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . BASIN 28P EA S T P O N D 1 1 . 4 P EA S T C E N T R A L BA S I N 1 P BLUFF CREEK EAST BASIN 48P SU N S E T T R A I L Δ =3°3 8 '0 7 " R =9 7 8.0 0 L =6 2.0 5 Δ =8 6°21'53" R = 5 4.00 L =81.40 L=340.37 R=2355.00 Δ =8°16'52" L =2 5 5 .8 2 R =113 6 .0 0 Δ =1 2 °5 4 '0 9 " Δ =3 4 °18 '40" R =9 4.00 L =5 6.29 Δ=32°0 9 '2 1 " R=66.0 0 L=37.0 4 Δ =4 4 °01'18" R =6 6.00 L =5 0.71 Δ =2 6 °4 0 '3 3 " R =9 4 .0 0 L =4 3 .7 6 Δ =5 °0 1 '3 9 " R =9 5 2 .7 7 L =8 3 .6 0 L =2 4 4 .3 0 R =9 5 2 .7 7 Δ =1 4 °4 1 '2 8 " ON L Y 100-YR HWL = 914.38 BTM = 912.53 > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 >> LYMAN BLVD. P O W E R S B L V D . 10 0 - Y R H W L = 9 1 0 . 8 7 BT M = 9 0 6 . 4 3 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE FES INV = 906.34 FES INV = 903.96 CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) BASIN 28P EA S T P O N D 1 1 . 4 P BLUFF CREEK EAST BASIN 48P 100-YR HWL = 914.38 BTM = 912.53 10 0 - Y R H W L = 9 0 4 . 8 0 BT M = 9 0 4 . 0 0 POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL REMOVE EX. STORM STRUCTURE REMOVE EX. STORM STRUCTURE REMOVE EX. STORM LINE REMOVE CURB & GUTTER AS SHOWN REMOVE EXISTING BITUMINOUS PROTECT EXISTING CURB & GUTTER PROTECT EXISTING SIDEWALK PROTECT EXISTING CURB & GUTTER PROTECT EXISTING CURB & GUTTER PROTECT EXISTING SIDEWALK PROTECT EXISTING CURB & GUTTER REMOVE EXISTING BITUMINOUS TRAIL FOR UTILITY CONNECTION DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C2.0-DEMOLITION PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C2.0 DEMOLITION PLAN LEGEND EXISTING PROPOSED PROPERTY BOUNDARY LOT LINE SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER FENCE RETAINING WALL SCALE IN FEET 0 16080 1.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN ALOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5.. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 6. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 7. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 8.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES 12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. DEMOLITION NOTES 14 7 922.3 927.8 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y >>>> >> FES INV = 912.67 SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 2329 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 D DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.0 OVERALL SITE PLAN LEGEND 24.46 ACRES PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 16080 SHEET C3.2 SHEET C3.4 SHEET C3.1 SHEET C3.3 SHEET C3.4 SHEET C3.6 SHEET C3.3 SHEET C3.5 SH E E T C3 . 1 SH E E T C3 . 2 SH E E T C3 . 3 SH E E T C3 . 4 SH E E T C3 . 5 SH E E T C3 . 6 SITE DATA ZONING INFORMATION CURRENT SITE ZONING: PROPOSED SITE ZONING: SITE DATA TOTAL SITE AREA: BUILDING SETBACKS FRONT: SIDE: REAR: *RETAIL D REQUIRES A DEVIATION FROM SETBACKS PARKING PARKING SETBACK STALL DIMENSIONS DRIVE AISLE WIDTH IMPERVIOUS SURFACE 30' 30' 30' 9'x18' 26' MIN. 10' PUD PUD 14 8 SU N S E T T R A I L UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL RETAIL A 10,600 SF FFE: 924.00 D S S S S S GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR D 18.0' TYP.36.0'26.0'36.0'26.0'18.0'18.0' 10.0' 26.0'36.0'26.0'36.0'26.0'18.0' R10.0' R3.5' R8.0' R3.5' 6.0' 48.0' 26.0' 9.0' TYP. 1 2 9 2 2 5 5 6 3 26.0' C C 13 D 4 4 1 6.0' 5 11 19 10 B 156 13 30'18' 10' C C 1919 89'36'24'18' 29' 6 PATIO GROCERY PICK-UP STALLS 1 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.1 NORTH WEST SITE PLAN LEGEND KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING SHEET C3.3 SH E E T C3 . 2 INTEGRAL CURB 13 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGED TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 14 9 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K LYMAN BLVD. I I I I I I I I I I I I I I I I IIIII UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL B 10,600 SF FFE: 924.00 D D SS 30' 36.0'26.0'18.0'26.2'21.0'26.0'18.0' TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0' R10.0'R10.0' R3.5'R3.5' 48.0' 9.0' TYP. 5 2 22 2 3 5 5 9 26.0' C 13 4 D C 6 13 R15.0' 5.5' R265.7' R15.0' 4 C 15 6 C 1 1 C C PATIO DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.2 NORTH EAST SITE PLAN LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 SHEET C3.4 SH E E T C3 . 1 KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING INTEGRAL CURB 13 D TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG ARCHITECTURAL RAILINGH CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 15 0 RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S D D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 D 18.0' TYP.36.0'26.0'36.0'26.0'18.0'18.0' 10.0' 26.0'36.0'26.0'36.0'26.0'18.0' 26.0' R10.0' R3.5' R3.5' R3.5' R8.0' R3.5' 6.0' 48.0' 26.0' R5.0'R5.0' R10.0'R10.0' R5.0' R3.5' R3.5' 5.0' 9.0' TYP. 1 4 1 1 9 2 2 15 15 15 13 13 15 15 15 15 14 14 12 12 12 12 12 12 12 12 12 12 12 17 17 5 5 6 3 2 2 2 2 26.0' C C 13 4 4 13 1 F G R10.0'R12.0'R12.0' R3.5' R10.0' 6.0' 156 13 3 6 3 6 6 G B B B RETAINING WALL UNDER DECKING RETAINING WALL UNDER DECKING B PATIO PATIO 1 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.3 WEST SITE PLAN LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 SHEET C3.5 SH E E T C3 . 4 SHEET C3.1 KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING INTEGRAL CURB 13 D TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG ARCHITECTURAL RAILINGH CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 15 1 P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D STORMWATER BASIN 'B' S SS S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 36.0'26.0'18.0'26.2'21.0'26.0'18.0' TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0' R10.0'R10.0' R3.5'R3.5' 48.0' R3.5' R3.5' 18.0' TYP. 26.0' 36.0' 26.0' 26.0' 36.0' 26.0' R10.0' 9.0' TYP. 5.5' 14 14 15 12 12 12 15 15 15 13 13 15 14 12 12 12 12 12 12 11 12 12 12 5 5 7 5 22 2 3 5 5 2 5 2 2 2 2 3 3 3 3 2 2 2 3 8.0' 8.0' 9 26.0' C 13 4 4 C 6 R5.0' R3.5' 18.0' 8.0' 18.0' 13 13 3 5 5 12 12 R15.0'R5.0' R5.0' R20.0' R12.0'R12.0' R3.0'R3.0' R15.0'R15.0' R10.0'R10.0' R15.0' R15.0' 26.0' R15.0' R15.0' R8.0'R10.0' 13 R15.0' 13 5.5' R265.7' R15.0' 4 R15.0' R15.0' 8 R15.0' R7.0'R5.0'R5.0' C 16 16 17 15 6 C B B C 1 C 6 6 6 6 6 6 10.0' 8 7 7 C C C C C PATIO PATIO PATIO PATIO DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.4 EAST SITE PLAN LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 SHEET C3.6 SH E E T C3 . 3 SHEET C3.2 KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING INTEGRAL CURB 13 D TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG ARCHITECTURAL RAILINGH CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 15 2 922.3 927.8 CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S D D MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 6.0' R15.0' R5.0'18.0'26.0' 1 1 1 R12.0' 9192 2 2 3 3 3 3 3 6 6 13 13 13 1 F G 11 5.0' 12 3 7 21 R5.0' 20 21 20 18.0' 26.0' 36.0' 26.0' 36.0' 26.0' 18.0' 32.0' 1 G B B B RETAINING WALL UNDER DECKING RETAINING WALL UNDER DECKING PATIO PATIO DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.5 SOUTH WEST SITE PLAN LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 SHEET C3.3 SH E E T C3 . 6 KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING INTEGRAL CURB 13 D TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG ARCHITECTURAL RAILINGH CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 15 3 3 0 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K ON L Y P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I UE UE UE UE U E U E U E SIG. BASE SIG. BASE SIG. BASE SIG. BASE RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S S RESTAURANT B 6,000 SF FFE: 918.00 36.0' 26.0' 26.0' 36.0' 26.0' 10.0' R10.0' R18.0' R5.0' R10.0' 26.0' R10.0' R15.0' R33.0' R20.0' R20.0' 5.5' 1 1 R52.0' R10.0' R20.0' R20.0' R8.0' 12 5 5 12 9109 7 14 2 3 3 2 3 2 2 2 2 2 2 2 3 3 613 E E 1 26.0' R5.0' R3.5' 18.0' 18.0' 8.0' 18.0' 13 13 5.5' 18.0'26.0'20.1'26.0' R15.0' R15.0' R15.0' R8.0'R12.0'D 13 3 3 5 5 12 12 R15.0' R15.0' R15.0'R15.0' R12.0' R15.0' R15.0' R8.0'R10.0' 5.0' 18.0' TYP. R15.0' R15.0' R15.0' 7 R15.0' R7.0'R5.0'R5.0' 16 16 17 C C 6 R5.0' 6 6 6 6 B 8 7 7 PATIO DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C3.6 SOUTH EAST SITE PLAN LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) TRAFFIC SIGN LIGHT POLE SCALE IN FEET 0 6030 SHEET C3.4 SH E E T C3 . 5 KEYNOTES B6-12 CURB & GUTTER 1 ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS 2 ADA PARKING STRIPING - SEE CIVIL DETAILS 3 PEDESTRIAN RAMP WITH TRUNCATED DOMES 4 FLUSH CURB 5 CONCRETE SIDEWALK 6 LIGHT POLE WITH FOUNDATION 7 RETAINING WALL WITH FENCE 8 CURB TRANSITION- SEE GRADING PLAN 9 TRENCH DRAIN- SEE UTILITY PLAN10 STOP SIGN MATCH EXISTING ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURAL DESIGN BY OTHERS A B C 11 SAW CUT PAVEMENT - MEET AND MATCH12 CROSSWALK STRIPING INTEGRAL CURB 13 D TRASH ENCLOSUREE B6-18 CURB & GUTTER14 DECKINGF ARCHITECTURAL RAILINGG ARCHITECTURAL RAILINGH CURB TYPE TRANSITION15 18" PLANTER SEAT WALLS16 ARCHITECTURAL BOLLARDS17 PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 15 4 ON L Y UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE OE OE PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | D 917 918 919 920 921 922 916 917 918 919 920 921 922 91 5 91 5 91 3 91 4 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931 926927928929930931932933934935 92 6 92 7 92 8 92 9 93 0 9 1 8 91 9 9 2 0 9 1 8 91 9 92 0 915 916 91 2 913914915916 916 917 918 919 9 1 6 9 1 7 9 1 8 9 1 9 9 2 0 9 2 1 9 2 2 923 923 8 9 5 9 0 2 9 0 6 8 9 5 8 9 9 90 7 90 8 909 910 9 0 7 9 0 8 9 0 9 9 0 2 9 0 2 90 9 8 9 5 8 9 5 89 5 90 2 89 5 90 2 91 6 91 7 91 8 91 9 92 0 92 1 911 912 913 914 915 916 915 91 5 918 90 2 913914915 917 918 919 920 921 922 917 918 919 920 921 919 920 921 9 1 4 9 1 5 9 1 6 9 1 7 916 9 1 6 9 1 7 90 2 9 0 9 9 0 9 91 4 9 1 5 9 1 6 9 1 4 9 1 5 9 1 4 9 1 5 91 4 91 5 913914 9 1 4 9 1 4 9 1 4 915 91 2 91 3 91 4 917 918 9 1 9 9 2 0 91 7 91 8 91 9 92 0 92 1 907908909910 90 7 90 8 906 915 916 916 917 91 4 915 916 917 915 916 91 9 92 0 925 926927928929 933934935 924925926927928929930931932933934935936937 9 1 8 9 1 9 9 2 0 9 2 1 917 916 916 9 1 7 8 9 9 92 1 922 923 92 4 924924 92 3 923924 92 4 92 5 92 3 92 3 92 4 9 2 3 923 923 937938 936937 925926927928929930931932933 930931 928 929 926927 91 691 7 917 905 91 791 7 914 91 5 91 6 914 915 916 910911912913 912 913 914 913 909910911912 9 1 4 914 914 91 4 91 9 92 0 92 1 92 2 9 2 3 9 2 4 9 2 5 91 8 91 9 92 0 92 1 92 2 92 3 92 4 914 91 5 90 5 918 919 920 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.0 GRADING PLAN OVERALL SCALE IN FEET 0 16080 SHEET C4.2 SHEET C4.4 SHEET C4.1 SHEET C4.3 SHEET C4.4 SHEET C4.6 SHEET C4.3 SHEET C4.5 SH E E T C4 . 1 SH E E T C4 . 2 SH E E T C4 . 3 SH E E T C4 . 4 SH E E T C4 . 5 SH E E T C4 . 6 GRADING NOTES 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 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 DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THEORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 15 5 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE 100-YR HWL = 914.38 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL ||| | | RETAIL A 10,600 SF FFE: 924.00 D | | || S S S S S GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR | | | | D -2 7 . 2 % - 1 . 7 % -2 . 3 % -4 . 6 % 8. 5 % -2 . 5 % 0.0% -2 . 6 % -1.6% - 1 . 5 % -7.7%4.9% -2. 0 % -2.0% -3 2 . 9 % 920 921 922 926927 928 929 930 931 932 933 934 935 92 6 92 7 92 8 92 9 93 0 923 923 920 921 922 920 921 920 921 933934935 924925926927928929930931932933934935936 937 923 924 92 4 92 5 92 3 92 3 92 4 9 2 3 923 923 937 938 936 937 925926927928929930931932933 930931 922.00 922.00 921.60 922.04 922.50 923.00 922.00 922.00 921.63 922.30922.30 922.30 922.50 922.90 922.60 922.26 923.59 923.00 920.00 924.50 923.68 923.50 922.40 924.00 920.00 BW 924.00 TW 921.78 922.00 922.00 922.50923.72 924.63 925.70 922.25 923.75 922.90 923.56 925.00 924.85 923.00 922.46 924.00 924.58 922.60 923.11 923.50 922.70 922.10 922.50 922.00 923.31 922.46 922.00 922.36 938.50 924.00 BW 924.00 TW 923.10 BW 923.30 TW 922.65 M.E. 922.07 M.E. 921.64 M.E. 921.64 M.E. DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.1 GRADING NORTHWEST SCALE IN FEET 0 6030 SHEET C4.3 SH E E T C4 . 2 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 15 6 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL B 10,600 SF FFE: 924.00 D D SS -7.8% -1 . 9 % -2 . 9 % -2 . 8 % -1 . 7 % -3.5% -2 . 1 % -1 . 4 % -1 . 6 % -2 . 5 % -2 . 6 % 4.9% 920 921 922 920 921 922 91 5 91 6 91 7 91 8 91 9 92 3 925 926 927 928 929 930 931 9 2 0 9 2 1 9 2 2 923 923 91 6 91 7 91 8 91 9 92 0 92 1 925 926 927 928 929 933934 92 1 922 923 92 4 924924 92 3 930931 928 929 926 927 922.50 923.00 922.50 923.00 923.00 922.00 922.30 922.58 922.11922.10 922.10 922.35 924.00 923.59 923.56 922.00 922.30 922.50922.50 920.00 922.27 922.70 922.20 921.62 923.80 924.30 923.60923.80923.60923.80923.60 924.30 924.50 923.68 923.50 924.00 922.40 923.80923.60 924.00 922.13 E.O. 91 9 92 0 92 1 92 2 9 2 3 9 2 4 9 2 5 91 8 91 9 92 0 92 1 92 2 92 3 92 4 925.50 922.53 923.15 922.65 922.97 922.50 922.66 921.35 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.2 GRADING NORTHEAST SCALE IN FEET 0 6030 SHEET C4.4 SH E E T C4 . 1 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 15 7 100-YR HWL = 914.38 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S D D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 D - 1 . 7 % - 3 3 . 1 % -32.4% -3 3 . 2 % - 2 . 6 % -2 . 3 % - 2 . 6 % -0 . 8 % -4 . 6 % 8. 5 % 917 918 919 920 921 922 9 1 8 91 9 9 2 0 9 1 8 91 9 92 0 90 2 917 918 919 920 921 922 917 918 919 920 921 919 920 921 9 1 8 917 905 91 7 91 7 917.40 915.50 921.05 917.28 916.00 920.36 922.00 922.00 918.70 921.60 922.04 922.50 923.00 920.86 920.90 919.48 920.37 917.40 916.80 917.27 916.77 916.85 922.00 922.00 918.70 918.50 918.50 918.70 918.80 919.00 920.20 920.40 919.90 920.10 919.00 918.80 919.00 918.80 918.50 921.63 922.30922.30 922.30 920.00 916.86 915.80 917.10 917.91 922.50 915.95 916.00 916.20 919.21 921.60 M.E. 921.78 922.00 922.46 918.00 TW 917.00 BW 917.61 TW 909.00 BW 918.00 TW 909.00 BW 918.12 917.50 917.50 917.10 917.10 917.90 921.39 90 5 917.60 TW 909.00 BW 917.46 918 919 920 921.00 TW 909.00 BW 920.68 TW 909.00 BW 917.47 TW 909.00 BW 917.60 TW 910.14 BW 917.60 TW 910.14 BW 917.20 TW 917.00 BW 917.00 TW 917.00 BW 917.20 TW 917.00 BW 917.65 TW 909.00 BW 917.65 TW 909.00 BW 917.60 TW 909.00 BW 916.90 TW 909.00 BW 917.30 916.00 922.65 M.E. 922.07 M.E. 921.64 M.E. 921.64 M.E. 916.13 916.06 916.27 917.31 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.3 GRADING WEST SCALE IN FEET 0 6030 SHEET C4.5 SH E E T C4 . 4 SHEET C4.1 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 15 8 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D STORMWATER BASIN 'B' S SS S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 -2. 7 % -33.3% -33.3% -33.3% -33.3% -32.4% - 2 . 6 % -1. 7 % -2. 2 % -2.3% -1.9% -2.6 % -5 . 5 % -1 . 9 % -3.5% 917 918 919 920 921 922 916 917 918 919 920 921 922 91 5 91 5 91 3 91 4 91 5 91 6 91 7 91 8 91 9 9 1 6 9 1 7 9 1 8 9 1 9 9 2 0 9 2 1 9 2 2 8 9 5 9 0 2 9 0 6 8 9 5 8 9 9 90 7 90 8 909 910 91 6 91 7 91 8 911 912 913 914 915 916 915 9 1 6 9 1 7 916 9 1 6 9 1 7 91 4 9 1 5 9 1 6 9 1 4 9 1 5 9 1 4 9 1 4 915 917 918 9 1 9 9 2 0 91 7 91 8 91 9 92 0 92 1 917 8 9 9 92 1 922 922.50 923.00 922.50 923.00 923.00 916.85 916.69 922.00 918.70 919.00 918.80 918.50 922.30 915.80 917.10 916.00 922.58 915.30 915.99 915.50 915.00 TW 902.00 BW 910.99 TW 909.68 BW 911.00 910.85 909.90 M.E. 910.00 M.E. 914.00 913.60 914.00 915.30 915.55 915.30 915.56 916.04 915.50 E.O. 915.75 915.99 916.24 921.35 922.11 914.35 914.35 913.60 913.35 913.10 913.60 913.32 914.85 914.85 914.42 914.30913.60 913.60 913.10 913.10 913.60 917.00 917.25 917.00 917.88 917.65 917.92 917.71 916.33 916.59 916.34 913.10915.50 915.62 915.11 914.75 915.00 914.85 913.37 913.52 916.45 M.E. 916.45 BW 921.30 TW 916.00 BW 921.41 TW 915.34 BW 922.10 922.10 922.35 913.80 914.50 914.50 914.30 914.65 923.56 918.50 918.70 918.80 919.00 922.00 922.30 922.50922.50 920.00 921.62 922.13 E.O. -1 . 5 % 914.42 914 91 4 -3.6% -2.5% -1.8 % 916.59 916.59 916.84 917.47 TW 909.00 BW 916.18 916.89 917.74 917.38 916.49 915.95 917.30 915.82 921.52 TW 914.80 BW 922.00 TW 915.00 BW 921.92 TW 914.68 BW 920.63 922.50 922.66 921.37 921.35 916.13 915.78915.92 916.06 916.27 915.82 915.96 917.31 916.51 916.63 916.48 916.71 915.46 913.86 914.17915.09 914.01 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.4 GRADING EAST SCALE IN FEET 0 6030 SHEETC4.6 SH E E T C4 . 3 SHEET C4.2 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 15 9 PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S D D MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | | | | - 3 3 . 1 % -32.4% -2.2% -4.9 % - 1 . 8 % - 2 . 3 % - 1 8 . 9 % 23 . 8 % - 5 . 0 % 2.0% 91 2 913 914 915 916 916 917 918 919 918 90 2 913 914 915 915 916 916 917 91 4 915 916 917 915 916 91 9 92 0 9 1 8 9 1 9 9 2 0 9 2 1 916 916 9 1 7 91 6 91 7 91 7 91 7 917.40 915.50 913.00 914.68916.10 917.34 917.35917.76 917.70 920.90 M.E. 920.50 M.E.919.55 919.09 918.88 917.20 916.64 914.93 914.40 915.26 915.21 915.26 915.92 911.70 915.70 911.50 911.20 916.08 915.50 915.78915.45 915.92 914.50 914.70 916.50916.93 915.00 915.24 915.58 915.16 916.26 918.00 TW 917.00 BW 915.15 917.86 920.56 915.65 914 91 5 -2 . 7 % 915.84 917.52 921.60 M.E. 921.52 M.E. 920.49 921.18 919.41 918.40 917.50 917.40 917.60 917.70 917.30 918.19 918.42 918.12 917.50 917.50 917.10 917.10 917.90 917.90 917.90 90 5 917.60 TW 909.00 BW 917.46 918 919 920 917.60 TW 910.14 BW 917.60 TW 910.14 BW 917.20 TW 917.00 BW 917.00 TW 917.00 BW 917.20 TW 917.00 BW 917.65 TW 909.00 BW 917.65 TW 909.00 BW 917.60 TW 909.00 BW 916.90 TW 909.00 BW 915.19 917.04 917.00 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.5 GRADING SOUTHWEST SCALE IN FEET 0 6030 SHEET C4.3 SH E E T C4 . 6 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 16 0 ON L Y UE UE UE UE U E U E U E SIG. BASE SIG. BASE SIG. BASE SIG. BASE RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S S RESTAURANT B 6,000 SF FFE: 918.00 -2. 7 % -2.3% -33.3% -33.3% -33.3% -33.3% -33.3% -33.3% -32.4% -2. 2 % -2.3% -1.7 % -1 . 8 % -2.6 % -2.2% 0 . 5 % -2.1% -3.2% -2. 3 % 91 5 91 5 915 916 8 9 5 8 9 9 90 7 90 8 9 0 7 9 0 8 9 0 9 9 0 2 9 0 2 90 9 8 9 5 8 9 5 89 5 90 2 89 5 90 2 91 5 9 1 4 9 1 5 9 1 6 9 1 7 90 2 9 0 9 9 0 9 91 4 9 1 5 9 1 6 9 1 4 9 1 5 91 4 91 5 913 914 9 1 4 9 1 4 91 2 91 3 91 4 907 908909910 90 790 8 906 91 4 915 916 917 917 8 9 9 91 6 914 915.00 TW 902.00 BW 909.00 TW 909.50 BW 911.80 E.O. 914.42 914.10 913.10 911.30 914.00 913.50 914.00 913.60 914.00 913.50 914.40 914.10 913.00913.00 913.25 914.35 914.10 914.35 913.60 913.35 913.10 913.60 914.85 914.42 913.50 913.72 914.30913.60 913.60 913.10 913.10 913.60 913.10 913.10 913.50 913.10 913.60 913.10 913.60 913.60 913.40 913.40 917.00 917.25 917.00 917.88 917.65 916.33 916.59 916.34 914.68 911.30 914.70 916.50 913.53 913.54 913.79 915.10 915.10 915.35 915.24 914.10 913.50 913.80 913.50 913.70 913.50 914.10 914.50 914.50 914.30 914.65 915.58 915.16 916.26 914.80 914.50 914.70 914.10 915.42 915.42 915.50 915.50 915.30 915.10 915.00 91 5 91 6 914 915 916 910 911 912 913 914.20 -3. 1 % 912 913 914 913 - 3 3 . 3 % 909910911 912 914.07 912.07 914.50 914.42 914.06 9 1 4914 -1 . 5 % 914.42 914 91 4 -1.8 % 916.59 916.59 916.84 915.15 914 915.84 914.70 916.18 916.89 917.74 917.38 914.73 915.10 916.00 916.49 915.95 914.71 915.46 913.86 914.17915.09 914.01 909.50 911.40 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C4.6 GRADING SOUTHEAST SCALE IN FEET 0 6030 SHEET C4.4 SH E E T C4 . 5 LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW LOD D -1.50% 1000.00 E.O. SPOT ELEV. LABELS M.E.=MATCH EXISTING TW=TOP OF WALL BW=BOTTOM OF WALL TC=TOP OF CURB 16 1 BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | | | | ||||||| ||||||| | | | | || | | | | | | | | | ||||||| RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 || ||| | DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D ||||| | | | STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | D DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.0 UTILITY PLAN OVERALL SCALE IN FEET 0 6030 SHEET C5.2 SHEET C5.4 SHEET C5.1 SHEET C5.3 SHEET C5.4 SHEET C5.6 SHEET C5.3 SHEET C5.5 SH E E T C5 . 1 SH E E T C5 . 2 SH E E T C5 . 3 SH E E T C5 . 4 SH E E T C5 . 5 SH E E T C5 . 6 UTILITY NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD UTILITIES SPECIFICATION AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 8.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 10.WATERMAIN PIPE SHALL EITHER BE AWWA C900 PVC WITH DUCTILE IRON FITTINGS AND RISERS, OR DIP CLASS 52. 11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER (TOP OF PIPE TO FINISH GRADE). INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE THAT IS 8" OR GREATER SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26. SCHEDULE 40 MUST BE USED IS THE PIPE IS 6" OR SMALLER. C900 IS REQUIRED FOR DEPTHS GREATER THAN 20 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED COMPLIANT TO CURRENT MINNESOTA PLUMBING CODE. 13.STORM SEWER PIPE: 13.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCIES. 13.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTM D2321. 13.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2881. APPROVED FITTINGS SHALL MEET JOINT PERFORMANCE REQUIREMENTS OF ASTM D3212. AT PIPE JOINTS, THE SPIGOT SHALL UTILIZE TWO GASKETS MEETING THE REQUIREMENTS OF ASTM F477. INSTALL IN ACCORDANCE WITH ASTM D2321. 13.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. 13.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. 14.ALL PORTIONS OF SANITARY & STORM SEWER SYSTEMS, INCLUDING STRUCTURES, LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4714 AND CURRENT MINNESOTA PLUMBING CODE. 16 2 SU N S E T T R A I L > > > > >> ||||| UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL ||| | | ||||||||||||| |||| RETAIL A 10,600 SF FFE: 924.00 D |||||||||||||| | | | | | | | | | | | || |S S S S S GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR | | | | D 12" C900 PVC 12" C900 PVC 8" C900 PVC8" C900 PVC8" 45° BEND HYDRANT 8"x6" TEE 6" GATE VALVE 8" GATE VALVE HYDRANT 12"x6" TEE 12" 45° BENDS (2) 8" C900 PVC 8" C 9 0 0 P V C 8" GATE VALVE 21 0 L F - 8 " P V C @ 1 . 0 % 197 LF - 8" PVC @ 1.0%153 LF - 8" PVC @ 1.0% 10 0 L F - 8 " P V C @ 2 . 0 % 75 L F - 8 " P V C @ 1 . 0 % 197 LF - 8" PVC @ 1.0% SAN MH-100 RIM: 922.78 IE:910.40 (N) IE:910.40 (E) IE:910.30 (S) SAN MH-101 RIM: 922.51 IE:911.25 (E) IE:911.15(S) 8" SANITARY SERVICE STUB IE:917.35 8" SANITARY SERVICE STUB IE:911.30 44 LF - 8" PVC @ 2.0% SAN MH-103 RIM: 924.25 IE:915.35 (E) IE:915.35 (S) IE:915.25 (W) SAN MH-102 RIM: 923.56 IE:913.35 (E) IE:913.25 (W) CONNECT TO SANITARY STUB IE:908.34* *CONTRACTOR TO FIELD VERIFY INVERT CONNECT TO EXISTING 12" WATERMAIN 8" COMBINED FIRE & DOMESTIC SERVICE X X X X CONNECT TO EXISTING 8"" WATERMAIN STUB X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.1 UTILITY NORTHWEST SCALE IN FEET 0 6030 SHEET C5.3 SH E E T C5 . 2 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 3 LYMAN BLVD. I I I I I I I I I I I I I I I I IIIII UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 |||| |||||||||| |||||||||||||||||| | | | | | | | | | | | | ||||||| | | | | | RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 |||||| RETAIL B 10,600 SF FFE: 924.00 D D SS 12" C900 PVC 12" C900 PVC 12" C900 PVC 8" C900 PVC 8" C 9 0 0 P V C 12 " C 9 0 0 P V C 12" 45° BENDS (2) 45° BENDS (2)HYDRANT 8"x6" TEE 6" GATE VALVE 12"x8" TEE 8" GATE VALVE 12" GATE VALVE 12"x12" TEE HYDRANT 12"x6" TEE 6" GATE VALVE 8" C 9 0 0 P V C 8" C900 PVC 8" C900 PVC 8"x8" TEE 8" GATE VALVE 153 LF - 8" PVC @ 1.0% 10 0 L F - 8 " P V C @ 2 . 0 % 8" SANITARY SERVICE STUB 22 LF - 8" PVC @ 2.0% 8" SANITARY SERVICE STUB IE:917.40 SAN MH-103 IE:915.25 (W) SAN MH-104 RIM: 924.05 IE:916.95 (S) IE:916.85 (W) 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 12" TO 8" REDUCER COORDINATE WITH CITY OF CHANHASSEN ON WET TAP OF EXISTING 16" DIP WATERMAIN X X X X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.2 UTILITY NORTHEAST SCALE IN FEET 0 6030 SHEET C5.4 SH E E T C5 . 1 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 4 > > > > |||| RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S ||| | | ||||||||||||| D D | | || STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 | | | | | | | | | | | | | | | | | | | | | | | D 12" C900 PVC 12" C900 PVC HYDRANT 12"x6" TEE 12" 45° BENDS (2) 8" SANITARY SERVICE STUB IE:915.42 8" COMBINED FIRE & DOMESTIC SERVICE CONNECT TO EXISTING 12" WATERMAIN SAN MH-204 RIM: 916.05 IE:908.30 (E) IE:908.20(S) X X X X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.3 UTILITY WEST SCALE IN FEET 0 6030 SHEET C5.5 SH E E T C5 . 4 SHEET C5.1 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 5 P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I |||||||||| | | ||||||| | | | | | | | | | | | | | | | | | | | | | | | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 |||||| ||||||||| ||| RETAIL/REST. D 13,300 SF FFE: 922.00 D D STORMWATER BASIN 'B' S SS S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 12" C900 PVC 12" C900 PVC 8" C900 PVC 8" C 9 0 0 P V C 8" C 9 0 0 P V C 12" 45° BENDS (2) 12"x8" TEE 8" GATE VALVE 12" GATE VALVE HYDRANT 12"x6" TEE 6" GATE VALVE HYDRANT 8"x6" TEE 6" GATE VALVE 8" C900 PVC8"x8" TEE 8" GATE VALVE 8" C 9 0 0 P V C 8"x8" TEES (2) 8" GATE VALVES (2) 8" C 9 0 0 P V C 8" C900 PVC 8"x8" TEE 8" GATE VALVE 159 LF - 8" PVC @ 0.4% 15 4 L F - 8 " P V C @ 0 . 4 % 251 LF - 8" PVC @ 0.4% SAN MH-206 RIM: 921.00 IE:910.05 (E) IE:909.95(S) 8" SANITARY SERVICE STUB IE:910.55 8" SANITARY SERVICE STUB IE:915.42 23 LF - 8" PVC @ 2.0% 8" SANITARY SERVICE STUB IE:908.70 SAN MH-205 RIM: 920.78 IE:909.30 (N) IE:909.20 (W) 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 8" SANITARY SERVICE STUB IE:908.55 18 8 L F - 8 " P V C @ 0 . 4 % 11 4 L F - 8 " P V C @ 0 . 4 % 100 LF - 8" PVC @ 1.0% SAN MH-203 RIM: 917.36 IE:907.75 (N) IE:907.75 (E) IE:907.75 (E) IE:907.65(S) 196 LF - 8" PVC @ 0.4% SAN MH-204 RIM: 916.05 IE:908.30 (E) IE:908.20(S) X X X X X X X X X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.4 UTILITY EAST SCALE IN FEET 0 6030 SHEET C5.6 SH E E T C5 . 3 SHEET C5.2 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 6 | | | | | | | | ||||||||||||||||||||||| >> >> >> >> >> >> >> > > CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | | | | | | | | ||||||||||||||||| D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S D D MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | | | | 8" C900 PVC8" C900 PVC 8" C900 PVC 8" C 9 0 0 P V C CONNECT TO EXISTING 8" WATERMAIN 8"x8" TEE 8" GATE VALVE 8" COMBINED FIRE & DOMESTIC SERVICE 8"x8" TEE 8" GATE VALVE 202 LF - 8" PVC @ 0.4% 22 9 L F - 8 " P V C @ 0 . 4 % SAN MH-200 RIM: 914.13 IE:905.55 (NE) IE:905.55 (NW) IE:905.45 (S) SAN MH-201A RIM: XXX.XX IE:907.50 (N) IE:907.40 (E) SAN MH-202 RIM: 914.45 IE:906.90 (N) IE:906.90 (E) IE:906.80(S) 8" SANITARY SERVICE STUB IE:915.42 8" SANITARY SERVICE STUB IE:908.30 40 LF - 8" PVC @ 2.0% 8" SANITARY SERVICE STUB IE:906.89 CONNECT TO SANITARY STUB IE:905.45* *CONTRACTOR TO FIELD VERIFY INVERT 8" COMBINED FIRE & DOMESTIC SERVICE XX X X X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.5 UTILITY SOUTHWEST SCALE IN FEET 0 6030 SHEET C5.3 SH E E T C5 . 6 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 7 ON L Y | | | | | | | | | | | | | | | | | | | | | | | | >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I UE UE UE UE U E U E U E SIG. BASE SIG. BASE SIG. BASE SIG. BASE > > | | | | | | | | | | || | | |||||| | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 ||||||||| ||| DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S S RESTAURANT B 6,000 SF FFE: 918.00 8" C900 PVC 8" C900 PVC 8" C900 PVC 8" C 9 0 0 P V C 8" C 9 0 0 P V C 8" 45° BENDS (2) 8" 45° BENDS (2) 8" 45° BENDS (2) 8"x8" TEE CONNECT TO EXISTING 8" WATERMAIN 8" GATE VALVE 8" BENDS 8" C900 PVC8"x8" TEE 8" GATE VALVE 8" C 9 0 0 P V C 8"x8" TEES (2) 8" GATE VALVES (2) 159 LF - 8" PVC @ 0.4% 175 LF - 8" PVC @ 0.4% 75 LF - 8 " P V C @ . 4 % 22 9 L F - 8 " P V C @ 0 . 4 % 64 L F - 8 " P V C @ 0 . 4 % SAN MH-200 RIM: 914.13 IE:905.55 (NE) IE:905.55 (NW) IE:905.45 (S) SAN MH-201 RIM: XXX.XX IE:906.55 (N) IE:906.55 (E) IE:906.55 (W) IE:906.45 (SW) SAN MH-202 RIM: 914.45 IE:906.90 (N) IE:906.90 (E) IE:906.80(S) SAN MH-202A RIM: 913.87 IE:907.70 (NE) IE:907.70(SE) IE:907.60(W) SAN MH-201B RIM: 915.25 IE:906.95 (E) IE:906.85 (W) 8" SANITARY SERVICE STUB IE:915.42 8" SANITARY SERVICE STUB IE:908.15 8" SANITARY SERVICE STUB IE:907.25 43 LF - 8" PVC @ 1.0% 14 LF - 8" PVC @ 2.0% 8" SANITARY SERVICE STUB IE:908.70 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 8" COMBINED FIRE & DOMESTIC SERVICE 8" SANITARY SERVICE STUB IE:908.55 18 8 L F - 8 " P V C @ 0 . 4 % 11 4 L F - 8 " P V C @ 0 . 4 % 100 LF - 8" PVC @ 1.0% SAN MH-203 RIM: 917.36 IE:907.75 (N) IE:907.75 (E) IE:907.75 (E) IE:907.65(S) 196 LF - 8" PVC @ 0.4% X X X X X X X X X X X X X X X X DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C5.6 UTILITY SOUTHEAST SCALE IN FEET 0 6030 SHEET C5.4 SH E E T C5 . 5 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 16 8 922.3 927.8 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | | | | ||||||| ||||||| | | | | || | | | | | | | | | ||||||| RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 || ||| | DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D ||||| | | | STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D CAD/DWG File Disclaimer: These electronic files (DWG) are provided as-is, for information purposes only, and are not construction documents. The user assumes all risk and responsibility for the interpretation, use, and accuracy of the data contained herein. The user must verify all dimensions, site conditions, and specifications against the final signed/sealed paper or PDF documents. No reliance should be placed on this file for fabrication or layout. Any modifications made to these files are the user's sole risk and liability, and the user agrees to indemnify Measure Group from any claims, damages, or expenses resulting from their use. GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 2329 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | D DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.0 STORMWATER PLAN OVERALL SCALE IN FEET 0 6030 SHEET C6.2 SHEET C6.4 SHEET C6.1 SHEET C6.3 SHEET C6.4 SHEET C6.6 SHEET C6.3 SHEET C6.5 SH E E T C6 . 1 SH E E T C6 . 2 SH E E T C6 . 3 SH E E T C6 . 4 SH E E T C6 . 5 SH E E T C6 . 6 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE STORM SEWER NOTES 1.STORM SEWER PIPE: 1.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCIES. 1.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTM D2321. 1.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2881. APPROVED FITTINGS SHALL MEET JOINT PERFORMANCE REQUIREMENTS OF ASTM D3212. AT PIPE JOINTS, THE SPIGOT SHALL UTILIZE TWO GASKETS MEETING THE REQUIREMENTS OF ASTM F477. INSTALL IN ACCORDANCE WITH ASTM D2321. 1.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. 1.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. 1.6.STORM MANHOLE SIZES SHALL BE VERIFIED BY THE CONTRACTOR AND STRUCTURE SUPPLIER FOR COMPATIBILITY WITH CONNECTING PIPE SIZES. FOR GENERAL UTILITY NOTES, SEE SHEET C5.0. PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE 16 9 SU N S E T T R A I L > > > > >> ||||| UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL ||| | | ||||||||||||| |||| RETAIL A 10,600 SF FFE: 924.00 D |||||||||||||| | | | | | | | | | | | || |S S S S S GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR | | | | D STMH-504 RIM: 922.88 IE:911.02 (E) IE:911.02 (W) IE:911.02 (S) STMH-505 RIM: 922.88 IE:912.21 (NW) IE:912.21 (SW) IE:912.21 (E) CB-505A RIM: 922.45 IE:912.35 (N) IE:912.35 (W) IE:912.35 (E) CB-506 RIM: 922.00 IE:912.75 (N) IE:912.75 (W) IE:912.75 (SE) CB-507 RIM: 922.00 IE:913.05 (N) IE:913.05 (S) CBMH-508 RIM: 922.00 IE:913.82 (E) IE:913.82 (S) CB-506A RIM: 922.00 IE:913.97 (S) CB-811 RIM: 921.80 IE:915.86 (W) IE:915.48 (E) 167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5% 106 L F - 2 4 " H D P E @ 0 . 5 % 164 LF - 24" HDPE @ 0.5% 27 LF - 18" HDPE @ 0.5% 61 LF - 18" HDPE @ 0.5% 153 LF - 15" HDPE @ 0.5% 44 LF - 18" HDPE @ 0.5% TRENCH DRAIN RIM: 919.90 IE:914.67 (W) 142 LF - 12" HDPE @ 0.5% DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.1 STORMWATER NORTHWEST SCALE IN FEET 0 6030 SHEET C6.3 SH E E T C6 . 2 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 0 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K LYMAN BLVD. I I I I I I I I I I I I I I I I IIIII UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 |||| |||||||||| |||||||||||||||||| | | | | | | | | | | | | ||||||| | | | | | RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 |||||| RETAIL B 10,600 SF FFE: 924.00 D D SS IE:911.02 (E) IE:911.02 (W) IE:911.02 (S) STMH-504A RIM: 922.88 IE:911.86 (W) CB-802 RIM: 921.55 IE:911.46 (E) IE:911.46 (S) STMH-803 RIM: 920.47 IE:912.58 (N) IE:912.58 (W) CB-804 RIM: 921.60 IE:912.90 (N) IE:912.90 (S) CB-805 RIM: 922.20 IE:913.36 (N) IE:913.36 (S) CB-806 RIM: 922.20 IE:913.85 (W) IE:913.85 (S) CB-807 RIM: 923.60 IE:914.22 (W) IE:914.22 (E) CB-808 RIM: 923.60 IE:914.54 (W) IE:914.54 (E) CB-809 RIM: 923.60 IE:914.86 (W) IE:914.86 (E) CB-810 RIM: 923.60 IE:915.18 (W) IE:915.18 (E) CB-811 RIM: 921.80 IE:915.86 (W) IE:915.48 (E) 167 LF - 15" HDPE @ 0.5% 80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%91 LF - 15" HDPE @ 0.4% 280 LF - 24" HDPE @ 0.4% 76 LF - 1 5 " H D P E @ 0 . 4 % 164 LF - 24" HDPE @ 0.5% 78 LF -24" HDPE @ 0.4% 117 LF - 18" HDPE @ 0.4% 122 LF - 18" HDPE @ 0.4% 116 LF - 24" HDPE @ 0.4% DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.2 STORMWATER NORTHEAST SCALE IN FEET 0 6030 SHEET C6.4 SH E E T C6 . 1 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 1 > > > > |||| RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S ||| | | ||||||||||||| D D | | || STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 | | | | | | | | | | | | | | | | | | | | | | | D FES-403 IE:909.00 FES-500 IE:909.00 CB-502 RIM: 915.60 IE:909.51 (N) IE:909.51 (E) IE:909.51 (W) IE:909.51 (S) CB-503 RIM: 919.00 IE:910.20 (N) IE:910.20 (E) IE:910.20 (W) IE:910.20 (S) STMH-504 RIM: 922.88 IE:911.02 (E) IE:911.02 (W) IE:911.02 (S) STMH-505 RIM: 922.88 IE:912.21 (NW) IE:912.21 (SW) IE:912.21 (E) CB-505A RIM: 922.45 IE:912.35 (N) IE:912.35 (W) IE:912.35 (E) IE:912.75 (SE) CB-700 RIM: 915.60 IE:909.82 (W) IE:909.82 (E) CB-600 RIM: 915.60 IE:909.82 (E) IE:909.82 (W) CB-701 RIM: 915.60 IE:909.88 (E) CBMH-901 RIM: 917.50 IE:913.00 (W) IE:911.00 (E) CB-503A RIM: 918.70 IE:910.50 (W) IE:910.50 (E) CB-503B RIM: 918.70 IE:910.56 (W) IE:910.56 (E) CB-800 RIM: 918.70 IE:910.70 (E) IE:910.70 (W) 167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5% 106 L F - 2 4 " H D P E @ 0 . 5 % 124 LF - 24" HDPE @ 0.4% 56 LF - 15" HDPE @ 0.5% 28 LF - 24" HDPE @ 0.5% 61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5%61 LF - 15" HDPE @ 0.5% 90 LF - 36" HDPE @ 0.5% 12 LF - 36" HDPE @ 0.5% 138 LF - 36" HDPE @ 0.5% 60 LF - 15" HDPE @ 0.5% 12 LF - 15" HDPE @ 0.5% 164 LF - 24" HDPE @ 0.5% 27 LF - 18" HDPE @ 0.5% 7 7 L F - 3 6 " H D P E @ 1 . 0 % 12 LF - 15" HDPE @ 0.5% FES-900 IE:909.00 18 LF - 48" RCP @ 11.1% CB-601 RIM: 915.30 IE:910.13 (E) IE:910.13 (W) STMH-501 HYDRODYNAMIC SEPARATOR RIM: 918.66 IE:909.06 (N) IE:909.06 (S) SUMP: 905.00 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.3 STORMWATER WEST SCALE IN FEET 0 6030 SHEET C6.5 SH E E T C6 . 4 SHEET C6.1 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 2 P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I |||||||||| | | ||||||| | | | | | | | | | | | | | | | | | | | | | | | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 |||||| ||||||||| ||| RETAIL/REST. D 13,300 SF FFE: 922.00 D D STORMWATER BASIN 'B' S SS S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 CB-203 RIM: 910.10 IE:905.51 (N) IE:905.51 (S) CB-204 RIM: 910.10 IE:905.81 (N) IE:905.81 (S) CB-206 RIM: 910.10 IE:906.17 (N) IE:906.17 (S) CB-207 RIM: 910.10 IE:906.53 (N) IE:906.53 (S) CB-208 RIM: 911.30 IE:906.75 (E) IE:906.75 (S) CB-209 RIM: 911.80 IE:907.39 (W) CB-301 RIM: 910.50 IE:905.85 (E) CB-304 RIM: 910.60 IE:906.83 (S) CB-303 RIM: 910.50 IE:906.30 (N) IE:906.30 (W) CB-401 RIM: 914.40 IE:907.26(W) IE:907.26 (E) RIM: 915.60 IE:909.51 (N) IE:909.51 (E) IE:909.51 (W) IE:909.51 (S) RIM: 919.00 IE:910.20 (N) IE:910.20 (E) IE:910.20 (W) IE:910.20 (S) IE:911.02 (E) IE:911.02 (W) IE:911.02 (S) CB-600 RIM: 915.60 IE:909.82 (E) IE:909.82 (W) CB-602 RIM: 915.30 IE:910.27 (S) IE:910.27 (E) IE:910.27 (W) CB-603 RIM: 915.30 IE:910.39 (E) IE:910.39 (W) CB-604 RIM: 915.30 IE:910.50 (E) IE:910.50 (W) CB-605 RIM: 915.45 IE:910.54 (W) CB-602A RIM: 915.30 IE:910.55 (E) IE:910.55 (N) CB-602B RIM: 915.30 IE:910.67 (W) STMH-504A RIM: 922.88 IE:911.86 (W) CB-800 RIM: 918.70 IE:910.70 (E) IE:910.70 (W) CB-801 RIM: 918.70 IE:911.00 (N) IE:911.00 (W) CB-802 RIM: 921.55 IE:911.46 (E) IE:911.46 (S) STMH-803 RIM: 920.47 IE:912.58 (N) IE:912.58 (W) CB-804 RIM: 921.60 IE:912.90 (N) IE:912.90 (S) CB-202 RIM: 910.10 IE:905.45 (N) 128 LF - 15" HDPE @ 0.5% 167 LF - 15" HDPE @ 0.5% 280 LF - 24" HDPE @ 0.4% 76 LF - 24" HDPE @ 0.4%124 LF - 24" HDPE @ 0.4% 61 LF - 24" HDPE @ 0.5% 61 LF - 18" HDPE @ 0.5% 10 LF - 18" HDPE @ 0.5% 73 LF - 15" HDPE @ 0.5% 44 LF - 15" HDPE @ 0.5% 106 LF - 15" HDPE @ 0.5% 24 LF - 15" HDPE @ 0.5% 56 LF - 15" HDPE @ 0.5% 8 LF - 15" HDPE @ 0.5% 23 LF - 15" HDPE @ 0.5% 24 LF - 15" HDPE @ 0.5% 28 LF - 24" HDPE @ 0.5% 61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5% 138 LF - 36" HDPE @ 0.5% 164 LF - 24" HDPE @ 0.5% 78 LF -24" HDPE @ 0.4% 116 LF - 24" HDPE @ 0.4% CB-205 RIM: 910.10 IE:906.12 (N) IE:906.12 (S) FES-100A IE:903.50 FES-100B IE:902.00 OCS-100 (ADJUST EXST.) RIM: 909.50 IE: 903.30 (W) IE: 899.00 (S) IE: 896.00 (E) CB-601 RIM: 915.30 IE:910.13 (E) IE:910.13 (W) STMH-501 HYDRODYNAMIC SEPARATOR RIM: 918.66 IE:909.06 (N) IE:909.06 (S) SUMP: 905.00 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.4 STORMWATER EAST SCALE IN FEET 0 6030 SHEET C6.6 SH E E T C6 . 3 SHEET C6.2 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 3 922.3 927.8 | | | | | | | | ||||||||||||||||||||||| >> >> >> >> >> >> >> > > CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | | | | | | | | ||||||||||||||||| D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S D D MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | | | | OCS-402 RIM: XXX.XX IE:908.23 (W) IE:908.23 (E) FES-403 IE:909.00 STMH-109 RIM: 913.50 *IE:907.38 (W/E) *CONNECT TO STUB FIELD VERIFY FES-500 IE:909.00 CBMH-901 RIM: 917.50 IE:913.00 (W) IE:911.00 (E) 176 LF - 24" HDPE @ 0.5% 104 LF - 36" HDPE @ 0.5 % 96 LF - 24" HDPE @ 0.35% 70 LF - 24" HDPE @ 0.35% 56 LF - 24" HDPE @ 0.35% 97 LF - 36" HDPE @ 1.0% 7 7 L F - 3 6 " H D P E @ 1 . 0 % FES-900 IE:909.00 18 LF - 48" RCP @ 11.1% DB-105A RIM: 911.30 IE:906.17 (S) IE:906.17 (NW) 96 LF - 24" HDPE @ 0.35% 28 LF - 24" HDPE @ 0.35% DB-108 RIM: 911.20 IE:907.28 (W) IE:907.28 (E) DB-107 RIM: 911.20 IE:906.95 (W) IE:906.95 (E) DB-106 RIM: 912.20 IE:906.60 (W) IE:906.60 (N) CB-104 RIM: 915.50 IE:905.85 (W) IE:905.85 (E) STMH-105 RIM: 914.20 IE:906.50 (E) IE:906.37 (S) IE:906.37 (N) 77 LF - 24" HDPE @ 0.35% CB-104A RIM: 914.50 IE:906.10 (W) IE:906.10 (E) CB-104B RIM: 914.40 IE:907.40 (E) 15 LF - 24" HDPE @ 0.35% DB-104 RIM: 914.10 IE:905.80 (W) IE:905.80 (E) DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.5 STORMWATER SOUTHWEST SCALE IN FEET 0 6030 SHEET C6.3 SH E E T C6 . 6 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 4 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K ON L Y | | | | | | | | | | | | | | | | | | | | | | | | >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I UE UE UE UE U E U E U E SIG. BASE SIG. BASE SIG. BASE SIG. BASE > > | | | | | | | | | | || | | |||||| | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 ||||||||| ||| DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S S RESTAURANT B 6,000 SF FFE: 918.00 CB-101 HYDRODYNAMIC SEPARATOR RIM: 910.10 IE: 904.00 (W) IE: 903.00(N) SUMP: 899.00 FES-100 IE:902.00 CB-102 RIM: 910.10 IE:905.80(S) IE:904.60(N) IE:904.60(W) IE:904.60 (E) CB-200 RIM: 910.10 IE:904.80 (N) IE:904.80 (S) CB-201 RIM: 910.10 IE:905.24 (N) IE:905.24 (S) CB-203 RIM: 910.10 IE:905.51 (N) IE:905.51 (S) CB-204 RIM: 910.10 IE:905.81 (N) IE:905.81 (S) CB-206 RIM: 910.10 IE:906.17 (N) IE:906.17 (S) CB-207 RIM: 910.10 IE:906.53 (N) IE:906.53 (S) CB-300 RIM: 910.50 IE:905.80 (N) IE:905.80 (W) CB-301 RIM: 910.50 IE:905.85 (E) IE:905.85 (S) CB-302 RIM: 910.50 IE:906.15 (E) IE:906.15 (W) CB-304 RIM: 910.60 IE:906.83 (S) CB-303 RIM: 910.50 IE:906.30 (N) IE:906.30 (W) CB-400 RIM: 914.35 IE:906.92 (W) IE:906.92 (E) CB-401 RIM: 914.40 IE:907.26(W) IE:907.26 (E) CB-103 RIM: 910.50 IE:905.80 (S) IE:905.28 (W) IE:905.28 (E) 104 LF - 36" HDPE @ 0.5 % 135 LF - 36" HDPE @ 0.5% 121 LF - 42" HDP E @ 0 . 5 % CB-202 RIM: 910.10 IE:905.45 (N) IE:905.45 (E) IE:905.45 (S) 38 LF - 36" HDPE @ 0.5%29 LF - 42" HDPE @ 3.5% 60 LF - 18" HDPE @ 0.5% 70 LF - 18" HDPE @ 0.5% 125 LF - 36" HDPE @ 1.0%25 LF - 36" HDPE @ 0.5% 88 LF - 36" HDPE @ 0.5% 12 LF - 36" HDPE @ 0.5% 61 LF - 24" HDPE @ 0.5% 61 LF - 18" HDPE @ 0.5% 10 LF - 18" HDPE @ 0.5% 73 LF - 15" HDPE @ 0.5% 30 LF - 15" HDPE @ 0.5% 106 LF - 15" HDPE @ 0.5% 34 LF - 36" HDPE @ 1.0% 97 LF - 36" HDPE @ 1.0% 11 LF - 18" HDPE @ 0.5% CB-205 RIM: 910.10 IE:906.12 (N) IE:906.12 (S) FES-100A IE:903.50 FES-100B IE:902.00 JELLYFISH FILTER VAULT SEE DETAIL RIM: 909.50 IE: 900.00 (W) IE: 899.50 (N) OCS-100 (ADJUST EXST.) RIM: 909.50 IE: 903.30 (W) IE: 899.00 (S) IE: 896.00 (E) DB-102A RIM: 909.50 IE:906.00 (N) 32 LF - 15" HDPE @ 0.6% DB-103A RIM: 911.30 IE:906.80 (N) 40 LF - 15" HDPE @ 2.5% CB-201-A RIM: 910.10 IE:905.33 (N) IE:905.33 (E) IE:905.33 (S) 17 LF - 36" HDPE @ 0.5% STMH-105 RIM: 914.20 IE:906.50 (E) IE:906.37 (S) IE:906.37 (N) 77 LF - 24" HDPE @ 0.35% 15 LF - 24" HDPE @ 0.35% DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C6.6 STORMWATER SOUTHEAST SCALE IN FEET 0 6030 SHEET C6.4 SH E E T C6 . 5 LEGEND PROPOSED PROPERTY BOUNDARY EASEMENT CURB AND GUTTER WATER MAIN HYDRANT GATE VALVE SANITARY SEWER STORM SEWER FLARED END SECTION W/ RIP RAP & TRASH GUARD DRAINTILE RETAINING WALL GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER LIGHT POLE | | | G G UE UT S D OE 17 5 922.3 927.8 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) BASIN 28P BLUFF CREEK EAST BASIN 48P 100-YR HWL = 914.38 BTM = 912.53 POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | S 2329 | | | | | | | | | INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL ROCK ENTRANCE PER CIVIL DETAILS DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C7.0 PHASE 1 EROSION CONTROL LEGEND PROPOSED PROPERTY BOUNDARY INDEX CONTOUR INTERVAL CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION WATER MAIN SANITARY SEWER RETAINING WALL DRAINTILE GRADING LIMITS INLET PROTECTION SILT FENCE | LOD SCALE IN FEET 0 6030 D EROSION CONTROL NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.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. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE. D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 17 6 917 918 919 920 921 922 916 917 918 919 920 921 922 91 5 91 5 91 3 91 4 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931 926927928929930931932933934935 92 6 92 7 92 8 92 9 93 0 9 1 8 91 9 9 2 0 9 1 8 91 9 92 0 915 916 91 2 913914915916 916 917 918 919 9 1 6 9 1 7 9 1 8 9 1 9 9 2 0 9 2 1 9 2 2 923 923 8 9 5 9 0 2 9 0 6 8 9 5 8 9 9 90 7 90 8 909 910 9 0 7 9 0 8 9 0 9 9 0 2 9 0 2 90 9 8 9 5 8 9 5 89 5 90 2 89 5 90 2 91 6 91 7 91 8 91 9 92 0 92 1 911 912 913 914 915 916 915 91 5 918 90 2 913914915 917 918 919 920 921 922 917 918 919 920 921 919 920 921 9 1 4 9 1 5 9 1 6 9 1 7 916 9 1 6 9 1 7 90 2 9 0 9 9 0 9 91 4 9 1 5 9 1 6 9 1 4 9 1 5 9 1 4 9 1 5 91 4 91 5 913914 9 1 4 9 1 4 9 1 4 915 91 2 91 3 91 4 917 918 9 1 9 9 2 0 91 7 91 8 91 9 92 0 92 1 907908909910 90 7 90 8 906 915 916 916 917 91 4 915 916 917 915 916 91 9 92 0 925 926927928929 933934935 924925926927928929930931932933934935936937 9 1 8 9 1 9 9 2 0 9 2 1 917 916 916 9 1 7 8 9 9 92 1 922 923 92 4 924924 92 3 923924 92 4 92 5 92 3 92 3 92 4 9 2 3 923 923 937 938 936937 925926927928929930931932933 930931 928 929 926927 91 691 7 917 905 91 791 7 914 91 5 91 6 914 915 916 910911912913 912 913 914 913 909910911912 9 1 4 914 914 91 4 91 9 92 0 92 1 92 2 92 3 9 2 4 9 2 5 91 8 91 9 92 0 92 1 92 2 92 3 92 4 914 91 5 90 5 918 919 920 922.3 927.8 907.0 906.9 908.4 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) BASIN 28P BLUFF CREEK EAST BASIN 48P 100-YR HWL = 914.38 BTM = 912.53 POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL | RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 2329 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | D INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL SILT FENCE PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL INLET PROTECTION PER CIVIL DETAILS INSTALL ROCK ENTRANCE PER CIVIL DETAILS DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C7.1 PHASE 2 EROSION CONTROL LEGEND SCALE IN FEET 0 6030 EROSION CONTROL NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.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. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE. D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR SETBACK LINE RIGHT OF WAY LINE EASEMENT STANDARD CURB AND GUTTER STORM SEWER FLARED END SECTION RETAINING WALL DRAINTILE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION EMERGENCY OVERFLOW ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LOD D -1.50% 1000.00 E.O. 17 7 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C7.2 SWPPP NARRATIVE SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE JULY 31, 2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE. THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT AVIENDA RETAIL CENTER. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND EROSION CONTROL PLAN PREPARED FOR AVIENDA RETAIL CENTER SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR AVIENDA RETAIL CENTER IN CHAMHASSEN, MINNESOTA. THE PROJECT SITE IS LOCATED ON 24.46 ACRES SE OF THE INTERSECTION OF LYMAN BLVD & POWERS BLVD. PROJECT CONTACT INFORMATION OWNER/DEVELOPER: HEMPEL REAL ESTATE OWNER ADDRESS: 800 LA SALLE AVE. SUITE 1250 MINNEAPOLIS, MN 55402 OWNER EMAIL: RMCKELVEY@HEMPELCOMPAINES.COM CONTRACTOR: TBD COMPANY NAME: TBD IDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SWPPP DESIGNER: MEASURE GROUP, LLC PETER MOREAU PO BOX 10 WAYZATA, MN 55391 641-583-0173 PMOREAU@MEASUREGRP.COM DESIGN OF CONSTRUCTION SWPPP, U OF M 05/31/28 SWPPP INSPECTION: TBD BMP INSTALLER: TBD OWNER/OPERATOR RESPONSIBILITIES OWNER ·DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. ·SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) ·COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT ·SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. ·KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) ·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPLETE ·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION ·IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM. ·DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. ·IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP AND CONDUCT INSPECTIONS OPERATOR ·COMPLETION OF AN ACCURATE NOI WITH THE OWNER ·COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090) ·KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC) ·COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY 24.46 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO GRADING AND A RETENTION BASIN. THE PROPOSED PHASE OF THE DEVELOPMENT WILL CONSIST OF THE CONSTRUCITON OF A RETAIL CENTER DEVELOPMENT WITH ASSOCIATED BUILDING, PARKING LOT AND UTILITY INFRASTRUCTURE. PROJECT AREA = 24.46 AC DISTURBED AREA = X.XX AC EXISTING IMPERVIOUS AREA = 0.0 AC (PHASE 1 & 2 DEVELOPMENTS) PROPOSED IMPERVIOUS AREA = X.XX AC (PHASE 1 & 2 DEVELOPMENTS) PRE-DEVELOPMENT SITE CONDITIONS SITE IS GENERALLY CONSISTENT WITH HSG TYPE "D" SOILS. THE EXISTING SITE GENERALLY DRAINS FROM WEST TO EAST. REFER TO GEOTECHNICAL REPORT DATED XX.XX.XX COMPLETED BY BRAUN INTERTEC. POST-DEVELOPMENT SITE CONDITIONS THE PROPOSED SITE MAINTAINS THE OVERALL EXISTING DRAINAGE PATTERNS. MOST OF THE SITE DRAINS FROM WEST TO EAST. THE RUNOFF FROM MOST OF THE SITE WILL BE DIRECTED THROUGH STORM SEWER TO THE RETENTION BASIN. STORM WATER MANAGEMENT PLAN ·THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF GUIDELINES SET FORTH IN ITEMS 7 AND 8 OF THE SWPPP NOTES SECTION. ·THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURB AND GUTTER, SWALES AND STORM SEWER PIPE. ·THE SITE DRAINAGE WILL BE ROUTED TO PROPOSED STORM SEWER WHICH WILL DISCHARGE TO THE RETENTION BASIN . ·REFER TO THE PROJECT STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS. ·THE SITE STORM WATER RETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS. ·TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: CONSTRUCTION SEQUENCE THE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.), INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN, AND INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN. 2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE. 3. CLEAR AND GRUB SITE. 4. STRIP AND STOCKPILE TOPSOIL. 5. ROUGH GRADE THE SITE. 6. STABILIZE DENUDED AREAS AND STOCKPILES. 7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER, AND UTILITY SERVICES. 8. INSTALL INLET PROTECTION AT CATCH BASINS. 9. INSTALL STREET SECTION. 10. INSTALL CURB AND GUTTER. 11. INSTALL PAVEMENT. 12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) 13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED, AND MULCH. 14. REMOVE ACCUMULATED SEDIMENT. 15. FINAL GRADE. 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SOD IS NOT USED FOR THE SITE. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS. 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT. INLET SEDIMENT CONTROL BMP REMOVAL IF INLET SEDIMENT CONTROLS (INLET FILTER BAG STRUCTURE INSERT TYPE) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL. UPON COMPLETION OF CONSTRUCTION ACTIVITIES PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE: 1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINAL STABILIZATION. 2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY. 4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED. PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS CONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLAN INSPECTION SCHEDULE: - IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES. - INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS. - INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS). - SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING. SCOPE OF INSPECTION SHALL INCLUDE: 1. RECORD DATE AND TIME OF INSPECTION 2. NAME OF PERSON(S) CONDUCTING INSPECTION 3. FINDINGS OF THE INSPECTION 4. LOCATION AND CORRECTIVE ACTIONS NEEDED 5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM) 6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE) 7. OBSERVED DISCHARGES LOCATIONS 8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN) 9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS. 10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS. 11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW. 2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 12 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW. 3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT. 4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATION TO 1/2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS. 5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY. 6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETY OR PREVENT WASHING FROM FORECASTED RAINS. 7. STREET SWEEPING IS REQUIRED ONE TIME PER WEEK AND AFTER RAINFALL OR MORE FREQUENTLY IF DIRECTED BY CITY ENGINEER. TERMINATION OF COVERAGE THE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS: 1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATION FORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR: 2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR: 3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET: 3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND 3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITH VEGETATION OR NON-VEGETATIVE COVER; AND 3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND 3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7. 4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE MPCA WITH THE NOT FORM AND IS SUBJECT TO MPCA APPROVAL. METHODS TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL APPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, NO-TRAFFIC AREAS, ETC.) SHALL BE USED TO MINIMIZE EROSION, SOIL COMPACTION, AND PRESERVE TOPSOIL. AREAS NOT TO BE DISTURBED (BUFFERS, INFILTRATION BASINS, ETC.) SHALL BE PROTECTED WITH CONSTRUCTION OR SILT FENCE BEFORE WORK BEGINS. OPERATOR SHALL DEVELOP METHODS TO MINIMIZE SOIL COMPACTION DURING CONSTRUCTION (INCLUDING GRADING, UTILITY TRENCHES, SUBGRADE PREPARATION) AND SHALL USE TRACKED EQUIPMENT WHEREVER PRACTICABLE. TOPSOIL SHALL BE SALVAGED AND REUSED TO THE EXTENT PRACTICABLE. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS (UNLESS INFEASIBLE) TO CONTROL SEDIMENT. WATERS WITHIN ONE MILE OF SITE POTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT/DRIP PAN DIESEL FUEL VARIOUS SECONDARY CONTAINMENT/DRIP PAN FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT/DRIP PAN GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OIL CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT `CONTRACTOR SECONDARY CONTAINMENT/DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING SOIL AMENDMENTS LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE/MORTAR MOBILE MIXER S.C / WASHOUT AREA SWPPP BMP QUANTITIES SILT FENCE X,XXX LF BIO-ROLL XX LF INLET PROTECTION X EACH CULVERT/ FES PROTECTION X EACH TEMPORARY SEED MIX (22-111) AS NEEDED PERMANENT SEED MIX XX,XXX SF SOD XX,XXX SF EROSION CONTROL BLANKET X,XXX SF ROCK CONSTRUCTION ENTRANCE 2 EACH STREET SWEEPING 1 EACH 17 8 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C7.3 SWPPP NOTES LISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. 1.IMPORTANT VEGETATION ·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. ·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES. 2.DITCH PROTECTION (TEMPORARY OR PERMANENT) ·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS. ·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIP-RAP, BIO-ROLLS OR ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. ·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH. ·ALL DITCHES WILL BE STABILIZED WITHIN 7 DAYS. 3. WORK NEXT TO WETLANDS ·PRESERVE A 100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENT AREAS. ·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN. 4. LONG-STEEP CUT/FILL SLOPES ·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 7 DAYS ·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A NEW INCREMENT. ·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING. 5.CULVERT INLET/OUTLET PROTECTION ·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESS VELOCITIES REQUIRE RIPRAP. ·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 6.STORM SEWER INLET PROTECTION ·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. ·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. 7.STORM WATER POND OUTLETS ·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER THE APRON LIP. ·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS. 8.TEMPORARY SEDIMENT BASINS ·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THE BASIN. ·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY AND CONTAINMENT.· ·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND, IF ·NECESSARY. ·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THE POND. ·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. 9.DEEP UTILITIES: WATER AND SANITARY/GAS LINE ·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATED SOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS. ·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. ·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY ·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPON SLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY. 10.STOCKPILES (TEMPORARY AND PERMANENT) ·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. ·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. ·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER 11.CONSTRUCTION DEWATERING ·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): 1.CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. 2.USE A PORTABLE SEDIMENT TRAP SYSTEM. 3.APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. 4.DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. 5.PUMP TO A TEMPORARY SEDIMENT BASIN. 6.ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. 7.DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. 8.ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 12.CONSTRUCTION ENTRANCES ·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. ·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. ·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. ·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. ·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. ·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UP TYPE STREET SWEEPER. ·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 13.CONCRETE TRUCK WASHOUT ·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. ·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. ·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. ·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. ·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. ·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. ·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. ·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 14.VEHICLE MAINTENANCE ·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. ·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF ·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. ·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 15.FUELING ·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. ·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. ·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 16.HAZARDOUS MATERIALS ·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. ·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. ·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. ·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 17.CHEMICAL CONTAINMENT ·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. ·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. ·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. ·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. ·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. ·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. ·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT ·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 18.SOLID WASTE ·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. ·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. ·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. ·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 19.DUST CONTROL ·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ·RAPID STABILIZATION METHODS ON SLOPES ·WATER ON ROADWAYS AND GRADED AREAS ·ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED. ·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 20.WINTER STABILIZATION ·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER ·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH ·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150 ·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING. ·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA. ·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED ·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. ·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION. ·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. 21.NON-STORMWATER DEWATERING ·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED ·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. ·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS. 22.WORK NEAR OR IN IMPAIRED WATERS ·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. ·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. ·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. ·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" ·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 23.INFILTRATION/FILTRATION AREAS ·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. ·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED. ·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA. ·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA. ·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA. ·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE FINAL GRADED AND STABILIZED 17 9 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.0 SITE DETAILS 1 C8.0 2 C8.0 3 C8.0 4 C8.0 5 C8.0 6 C8.0 7 C8.0 18 0 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.1 ADA DETAILS 1 C8.1 2 C8.1 3 C8.1 4 C8.1 18 1 1 C8.2 2 C8.2 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.2 ADA DETAILS 18 2 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.3 EROSION CONTROL DETAILS 1 C8.3 2 C8.3 3 C8.3 4 C8.3 5 C8.3 6 C8.3 18 3 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.4 UTILITY DETAILS 1 C8.4 2 C8.4 3 C8.4 4 C8.4 5 C8.4 6 C8.4 7 C8.4 8 C8.4 18 4 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.5 UTILITY DETAILS 1 C8.5 2 C8.5 18 5 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N I hereby certify that this plan, specifications 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. 53735 Peter S Moreau, PE HE M P E L CO M P A N I E S C8.6 STORM SEWER DETAILS 1 C8.6 2 C8.6 3 C8.6 4 C8.6 6 C8.6 5 C8.6 7 C8.6 RETENTION BASIN CONSTRUCTION SEQUENCING 1.Install appropriate temporary erosion control devices to prevent sediment from leaving or entering the practice during construction. 2.All down-gradient perimeter sediment control bmp's must be in place before any up gradient land disturbing activity begins. 3.Perform continuous inspections of erosion control practices, especially after each rainfall event. 4.Install all utilities (water, sanitary sewer, electric, natural gas, phone, fiber optic, etc) prior to setting final grade of basin. 5.Rough grade the site. 6.Complete, stabilize, and vegetate all other site improvements. 7.Construct and vegetate basin following stabilization of contributing drainage area. Ensure that critical elevations, such as underdrain invert (if applicable), aquatic bench, and invert of overflow structure (if present) are correct. 8.Remove temporary erosion control devices after the contributing drainage area is adequately vegetated. DEAD POOL VOLUME (>1,800 C.F. PER TRIBUTARY AREA, 3' MIN. TO 10' MAX. DEPTH) 1 2 WATER QUALITY VOLUME NURP DESIGN LEVEL 3 (WQV > 1.5" x REGULATED IMPERVIOUS AREA) WATER QUALITY VOLUME (WQV) ELEVATION TOTAL STORAGE VOLUME ELEVATION 915.50 911.00 909.00 TOP OF BASIN EMERGENCY SPILLWAY WQV ELEV. NWL BOTTOM OF BASIN 3 RETENTION BASIN GENERAL NOTES 1.In the event that sediment is introduced into the basin during or immediately following excavation, this material shall be removed from the basin prior to continuing construction. 2.Design is based on the WQV draining within 48 hours maximum. MAX. 3L:1H SLOPE RETENTION BASIN WITH STORMWATER REUSE NOT TO SCALE 902.00 MAINTENANCE ACCESS BENCH (SEE PLAN) BOULDER RETAINING WALL W/ FENCE (BY OTHERS) MAX. 3L:1H SLOPE 915.00HWL COMPACTED SUBGRADE (SEE STORMWATER MANUAL FOR SUBGRADE PREPARATION)4 LINER MEETING MPCA LEVEL 1 REQUIREMENTS: MIN. 2' THICK CLAY LINER OR APPROVED EQUAL (COORDINATE WITH GEOTECHNICAL ENGINEER) 907.50REUSE SHUTOFF ELEV.1.50' WEST EAST 916.00 909.20 904.00 902.00 895.00 909.00 900.50 909.50 3 2 1 3 4 18 6 | | | | ||||||| ||||||| | | | | || | | | | | | | | | ||||||| RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 || ||| | DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 RETAIL B 10,600 SF FFE: 924.00 RETAIL/REST. D 13,300 SF FFE: 922.00 D D D D D ||||| | | | STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S SS SSS S S S S S S D D GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 2329 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | D 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K BLUFF CREEK BLV D . SU N S E T T R A I L ON L Y > > > >>> >>>> |||||| | | | | | | | | | | | ||||||||||||| | | | | >> >>>>>>>> >> >> >> >> | | || | FES INV = 912.67 >> SSMH RE = 923.46 INV = 904.70 (8" PVC-E) INV = 904.66 (8" PVC-W) SSMH RE = 917.32 INV = 898.07 (8" PVC-S) INV = 898.88 (8" PVC-N) INV = 898.91 (8" PVC-E) INV = 898.89 (10 PVC-W) FES INV = 912.78 CB RE = 924.13 INV = 912.95 (21" RCP-W) INV = 918.65 (15" RCP-N) INV = 918.65 (15" RCP-E) INV = 912.93 (24" RCP-SW) CB RE = 922.52 INV = 913.84 (21" RCP-W) INV = 917.33 (15" RCP-N) INV = 913.646 (21" RCP-E) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)CB RE = 915.50 INV = 909.68 (15" RCP-W) INV = 909.67 (15" RCP-N) INV = 909.38 (15" RCP-E) CB RE = 913.60 INV = 907.85 (15" RCP-W) INV = 907.81 (15" RCP-N) INV = 907.75 (15" RCP-E) CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) STMH RE = 916.21 LYMAN BLVD. P O W E R S B L V D . 100-RY HWL = 916.67 BTM = 908.00 BASIN 47P I I I I I I I I I I I I II UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OE CB RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) CB RE = 924.71 INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) CB RE = 922.47 INV = 917.72 (15" RCP-S) PROPOSED BUILDING FFE = 925.35 GFE = 924.93 AV I E N D A L A N E ( P R I V A T E ) AVIENDA COURT (PRIVATE) POND 13P 100-YR HWL =917.19 BTM = 914.00 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G A R E A - 1 2 S P A C E S PR O O F O F P A R K I N G A R E A - 7 S P A C E S DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.0 LANDSCAPE PLAN - OVERALL SCALE IN FEET 0 16080 SHEET L1.2 SHEET L1.4 SHEET L1.1 SHEET L1.3 SHEET L1.4 SHEET L1.6 SHEET L1.3 SHEET L1.5 SH E E T L 1 . 1 SH E E T L 1 . 2 SH E E T L 1 . 3 SH E E T L 1 . 4 SH E E T L 1 . 5 SH E E T L 1 . 6 LANDSCAPE NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE LANDSCAPE REQUIREMENTS TOTAL OVERSTORY TREES COMMERCIAL SITE OVERSTORY TREES CONIFEROUS TREES ORNAMENTAL TREES TOTAL TREES REQUIRED PROPOSED 288 288 288 16 61 363 LANDSCAPING REQUIRED: 357 TREES REQUIRED FOR THE LAKE SUSAN DRAINAGE AREA PER THE AVIENDA REGIONAL STORMWATER PLAN; SHEET L2.1 DATED 3/1/26 PREPARED BY LANDFORM. 74 TREES LOCATED WITHIN THE AVIENDA APARTMENTS PLAN; SHEET L1.0 DATED 6/25/25 PREPARED BY CIVIL SITE GROUP. 8%10.3% LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE PARKING LOT PLANTING AREA REQUIREMENT WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 18 7 ||| | | ||||||||||||| |||| RETAIL A 10,600 SF FFE: 924.00 D |||||||||||||| | | | | | | | | | | | || |S S S S S GROCER 65,570 SF FFE: 924.00 DOCK: 920.00 FUEL PUMPS T TEMP. GENERATOR COMPACTOR | | | | D SU N S E T T R A I L > > > > >> ||||| UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) CB RE = 924.72 INV = 920.32 (15" RCP-W) INV = 919.41 (15" RCP-E) INV = 919.36 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL BUFFER YARD CLASS B- LYMAN BLVD. 1,055 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 9 9 UNDERSTORY TREES 17 17 SHRUBS 26 26 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.1 LANDSCAPE PLAN NORTHWEST SCALE IN FEET 0 6030 SHEET L1.3 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBERSH E E T L1 . 2 18 8 |||| |||||||||| |||||||||||||||||| | | | | | | | | | | | | ||||||| | | | | | RETAIL C 60,000 SF FFE: 924.00 RETAIL A 10,600 SF FFE: 924.00 |||||| RETAIL B 10,600 SF FFE: 924.00 D D SS 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K LYMAN BLVD. I I I I I I I I I I I I I I I I IIIII UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SIG. BASE SIG. BASE HH HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 BUFFER YARD CLASS B- POWERS BLVD 625 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 13 13 UNDERSTORY TREES 25 15 SHRUBS 38 38 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.2 LANDSCAPE PLAN NORTHEAST SCALE IN FEET 0 6030 SHEET L1.4 SH E E T L1 . 1 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 18 9 ||| | | ||||||||||||| D D | | || STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 | | | | | | | | | | | | | | | | | | | | | | | D > > > > |||| RE = 923.89 INV = 919.59 (15" RCP-N) CB RE = 924.14 INV = 919.40 (15" RCP-S) INV = 919.34 (15" RCP-N) INV = 919.426 (15" RCP-W) CB RE = 924.65 INV = 919.50 (15" RCP-S) PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PR O O F O F P A R K I N G A R E A - 1 2 S P A C E S BUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL 298 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 9 10 UNDERSTORY TREES 18 12 SHRUBS 27 34 BUFFER YARD CLASS A 232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 1 4 UNDERSTORY TREES 2 4 SHRUBS 3 4 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.3 LANDSCAPE PLAN WEST SCALE IN FEET 0 6030 SHEET L1.5 SH E E T L1 . 4 SHEET L1.1 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 19 0 |||||||||| | | ||||||| | | | | | | | | | | | | | | | | | | | | | | | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 |||||| ||||||||| ||| RETAIL/REST. D 13,300 SF FFE: 922.00 D D STORMWATER BASIN 'B' S SS S RESTAURANT A 5,030 SF FFE: 918.00 RESTAURANT B 6,000 SF FFE: 918.00 P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I BUFFER YARD CLASS B- POWERS BLVD 415 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 4 4 UNDERSTORY TREES 7 7 SHRUBS 10 10 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.4 LANDSCAPE PLAN EAST SCALE IN FEET 0 6030 SHEET L1.6 SH E E T L1 . 3 SHEET L1.2 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 19 1 | | | | | | | | ||||||||||||||||| D STORMWATER BASIN 'A' TOP:916.00 EO:915.50 HWL:914.90 NWL:909.00 BOT:902.00 S D D MEDICAL 30,000 SF (2 LEVELS) FFE: 916.00 S RESTAURANT B 6,000 SF FFE: 918.00 RETAIL/REST. F 6,000 SF FFE: 918.00 | | | | | | | | | | | | | | | | | | | | ||||||||||||||||||||||| >> >> >> >> >> >> >> > > CB RE = 915.49 INV = 910.15 (15" RCP-S)CB RE = 913.44 INV = 908.24 (15" RCP-S) PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G A R E A - 7 S P A C E S BUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL 395 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 12 12 UNDERSTORY TREES 24 9 SHRUBS 36 36 BUFFER YARD CLASS A 232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 1 4 UNDERSTORY TREES 2 4 SHRUBS 3 4 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.5 LANDSCAPE PLAN SOUTHWEST SCALE IN FEET 0 6030 SHEET L1.3 SH E E T L1 . 6 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 19 2 | | | | | | | | | | || | | |||||| | RETAIL/REST. E 6,000 SF FFE: 915.00 DRIVE THRU A 2,400 SF FFE: 915.00 ||||||||| ||| DRIVE THRU B 2,425 SF FFE: 916.00 DRIVE THRU C 2,100 SF FFE: 915.00 STORMWATER BASIN 'B' TOP:909.50 EO:909.00 HWL:908.90 BOT:895.00 S S S S S S S RESTAURANT B 6,000 SF FFE: 918.00 3 0 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K ON L Y | | | | | | | | | | | | | | | | | | | | | | | | >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> P O W E R S B L V D . I I I I I I I I I I I I I I I I I I I UE UE UE UE U E U E U E SIG. BASE SIG. BASE SIG. BASE SIG. BASE > > BUFFER YARD CLASS A- COMMERCIAL 570 LINEAR FEET- 20' BUFFER YARD (.6 EQUIVALENT) REQUIRED PROVIDED OVERSTORY TREES 4 4 OVERSTORY TREES 4 4 UNDERSTORY TREES 7 7 SHRUBS 10 10 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L1.6 LANDSCAPE PLAN SOUTHEAST SCALE IN FEET 0 6030 SHEET L1.4 SH E E T L1 . 5 LEGEND PROPOSED PROPERTY BOUNDARY SETBACK LINE RIGHT OF WAY LINE EASEMENT CURB AND GUTTER HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT FENCE RETAINING WALL (BY OTHERS) SIGN LIGHT POLE TREE PROTECTION FENCE WATER MAIN SANITARY SEWER STORM SEWER | G G UE UT S D OE FLARED END SECTION GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC TELEPHONE/FIBER 19 3 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L2.0 LANDSCAPE DETAILS AND NOTES 1 L2.0 2 L2.0 3 L2.0 MAINTAINED TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURES HALL BE APPLIED PER THE APPLICATION RATES FOUND IN THE TABLES ABOVE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. LOW MAINTENANCE TURF NOTES: 1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2.DO NOT USE HIGH NITROGEN FERTILIZER 3.OVERSEED THIN,BARE SPOTS IN FALL 4.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON 5.IF SEEDED OUTSIDE OF SUMMER MONTHS, A COVER CROP OF WINTER WHEAT. GROUNDCOVER INSTALLATION NOTES PLANTING NOTES 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 3.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 4.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 5.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 6.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 9.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 10.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 11.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 11.1.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 11.2.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE 4.LANDSCAPE BOULDERS TO BE GRANITE, APPROXIMATELY 36" IN DIAMETER. 5.ROCK MULCH TO BE 2" WASHED RIVER ROCK. INSTALL TO (3) THREE INCH DEPTH OVER NON-WOVEN GEOTEXTILE FABRIC. LANDSCAPE GENERAL NOTES 19 4 DescriptionRev.Date AV I E N D A RE T A I L C E N T E R CH A N H A S S A N , M N 8/14/2026 CITY SUBMITTAL Sheet Title: Project #: Drawn By: Checked By: Issue Date: 26-104 IF PM/JM 08/14/2026 G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwg Pr o j e c t T i t l e : 80 0 L A S A L L E A V E N U E , S U I T E 1 2 5 0 MI N N E A P O L I S , M N Cl i e n t : Date: Lic. No.: Sheet: NOT F O R C O N S T R U C T I O N HE M P E L CO M P A N I E S I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Minnesota. 59119 John R. Workman, PLA L2.1 LANDSCAPE DETAILS 1 L2.1 2 L2.1 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE TYPE QTY TREES SG ACER FREEMANII `SIENNA GLEN`SIENNA GLEN MAPLE B & B 2.5"CAL21 ARR ACER RUBRUM 'RED ROCKET'RED ROCKET RED MAPLE2.5" CAL.B&B 28 CM ACER X FREEMANII `ARMSTRONG`ARMSTRONG FREEMAN MAPLEB & B 2.5"CAL25 RB BETULA NIGRA `CULLY` TM HERITAGE BIRCH B & B 2.5"CAL18 DP BETULA PLATYPHYLLA `FARGO` TMDAKOTA PINNACLE BIRCH2.5" CAL.B&B 13 HB CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5"CAL27 GB GINKGO BILOBA `AUTUMN GOLD` TMMAIDENHAIR TREE B & B 2.5"CAL28 IH GLEDITSIA TRIACANTHOS `IMPERIAL`IMPERIAL HONEYLOCUSTB & B 2.5"CAL21 GDU GYMNOCLADUS DIOICUS `UMNSYNERGY`TRUE NORTH™ KENTUCKY COFFEETREEB & B 2.5"CAL13 SO QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5"CAL9 BO QUERCUS MACROCARPA BURR OAK B & B 2.5"CAL13 RP QUERCUS ROBUR X WAREI`LONG`REGAL PRINCE OAK 2.5" CAL.B&B 28 RO QUERCUS RUBRA RED OAK B & B 2.5"CAL8 BL TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5"CAL17 PE ULMUS AMERICANA `PRINCETON`AMERICAN ELM B & B 2.5"CAL20 SUBTOTAL:289 CONIFERS BS PICEA GLAUCA DENSATA BLACK HILLS SPRUCE B & B 15 SUBTOTAL:15 ORN. TREES ACB AMELANCHIER CANADENSIS `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRYB & B 2"CAL 12 HT CRATAEGUS CRUS-GALLI `INERMIS`THORNLESS HAWTHORNB & B 2.5"CAL8 CC MALUS X `COARALBURST`CORALBURST CRABAPPLEB & B 2"CAL 11 SS MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLEB & B 2"CAL 6 JL SYRINGA RETICULATA JAPANESE TREE LILAC B & B 2"CAL 5 IL SYRINGA RETICULATA `IVORY SILK`IVORY SILK JAPANESE TREE LILACB & B 2"CAL 19 SUBTOTAL:61 PLANT SCHEDULE 19 5 WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. WB-67 AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. B B FUTURE BUILDING ADDITION 19 20 23 95 98 20 29 21 22 36 47 50 21 SOUTH PARKING (20 STALLS) NORTH PARKING (381 STALLS) NORTHEAST PARKING (100 STALLS) G CT T T TGC GDB C POND 40P: BOTTOM = 867.60 NWL = 875.60 WQL = 877.99 10 YEAR HWL = 880.59 100 YEAR HWL =883.22 SNOWMELT HWL = 878.28 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G A R E A - 1 2 S P A C E S HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 313 HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY THE PRESERVE AT OUTLOT A 10 11 12 WETLAND 3 WETLAND 4 BASIN 46P BASIN 31P WE S T - S O U T H P O N D UNDERGROUND BASIN 25P BASIN 47P POND 13P OUTLOT B BLUFF CREEK BLVD. B L U F F C R E E K B L V D . SUNSET TRAIL MILLS DRIVE MILLS LANE NW AVIENDA LANE S. LYMAN BLVD. P O W E R S B L V D . AVIENDA PARKWAY AVIEN DA LA NE (PRIVATE) AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE) AVIENDA WAY (PRIVATE) APARTMENTS PROPOSED BUILDING FFE = 924.95 GFE = 924.53 PROPOSED BUILDING FFE = 925.60 GFE = 925.18 PROPOSED BUILDING FFE = 926.20 GFE = 925.78 PROPOSED BUILDING FFE = 926.50 GFE = 926.08 PROPOSED BUILDING FFE = 925.75 GFE = 925.33 PROPOSED BUILDING FFE = 925.20 GFE = 924.78 PROPOSED BUILDING FFE = 923.95 GFE = 923.53 PROPOSED BUILDING FFE = 924.40 GFE = 923.98 PROPOSED BUILDING FFE = 925.35 GFE = 924.93 PROPOSED BUILDING FFE = 925.70 GFE = 925.28 PROPOSED BUILDING FFE = 925.15 GFE = 924.73 PROPOSED BUILDING FFE = 926.40 GFE = 925.98 PROPOSED BUILDING FFE = 926.15 GFE = 925.73 PROPOSED BUILDING FFE = 925.00 GFE = 924.58 1 6 " D I P GF=927.8 928.1 (FFE) SOG 927.6 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=927.3 919.8 FBWO 919.3 GF=926.8 919.3 FBWO 918.8 GF=924.7 917.2 FBWO 916.7 GF=923.1 915.6 FBWO 915.1 GF=922.0 914.5 FBWO 914.0 GF=915.4907.4FBWO906.9 GF=916.5908.5FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5914.5FBWO 914.0 GF=923.5915.5FBLO 918.5 GF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 100-YR HWL = 890.80 BTM = 887.17 100-RY HWL = 916.67 BTM = 908.00 100-RY HWL = 925.53 BTM = 924.00 100-YR HWL = 884.72 BTM = 884.00 10 0 - Y R H W L = 90 9 . 2 3 100-YR HWL =917.19 BTM = 914.00 3 0 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 20' PARKING SETBACK 1 0 ' P A R K I N G S E T B A C K 10' PARKING SETBACK 30' BUILDING SETBACK OUTLOT B 1 2 3 4 5 6 7 8 9 10 11 321 5 4 3 2 1 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 5 6 7 8 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 6 OUTLOT C OUTLOT C OUTLOT F OUTLOT E O U T L O T D OUTLOT B O U T L O T A OUTLOT A K-715VILLAGERBATHC A S T I R O N - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHENREFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREAGREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W.DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN / MICRO. COMBO. M F.G. TUB W/TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHENREFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREAGREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE K-715VILLAGERBATHC A S T I R O N - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHENREFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREAGREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W.DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN / MICRO. COMBO. M F.G. TUB W/TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHENREFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREAGREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ.SQ. BUFFET POWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKED W/DOVEN /MICRO.COMBO. M F.G. TUB W/ TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILINGOFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW C ASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW C ASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ C EILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILINGOFFIC E 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW C ASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KIT CHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKED W/D OVEN /MICRO. COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW C ASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILINGOFFIC E 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOPGAS KITCHEN9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. GUEST SUITE9'-1 1/8" CEILING SQ. STACKEDW/D OVEN / MICRO. COMBO. M F.G. TUB W/TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/ MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ.BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRIC SERVICEGAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO. COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ.BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICEGAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ.BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE WALLS SQ. M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOMMUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE 3'-6 1/2" 11 3/16" 2'-1 15/16" 6 13/16" 5 3/8" 4'-3 13/16" 10 13/16" 5 3/8" 1'-5 1/4" 1'-11 3/4" 2'-1 15/16" 16 9/16" K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE 3'-6 1/2" 11 3/16" 2'-1 15/16" 6 13/16" 5 3/8" 4'-3 13/16" 10 13/16" 5 3/8" 1'-5 1/4" 1'-11 3/4" 2'-1 15/16" 16 9/16" K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ C EILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG. COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE W ALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ C EILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW C ASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ.BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE 3'-6 1/2" 11 3/16" 2'-1 15/16" 6 13/16" 5 3/8" 4'-3 13/16" 10 13/16" 5 3/8" 1'-5 1/4" 1'-11 3/4" 2'-1 15/16" 16 9/16" K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R 2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. M ELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MICRO.COMBO. M F.G. TUB W/ TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS @ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOMMUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICE GAS SERVICE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH R 6 0 ' - 0 " 63,900 GFA 25,403 GFA 11 FUEL PUMPS 3,956 SF GROCER 65,570 SF RETAIL A 10,600 SF RETAIL B 10,600 SF RETAIL C 60,000 SF RETAIL / RESTAURANT D 13,000 SF DRIVE THRU A 2,400 SF DRIVE THRU C 2,100 SFDRIVE THRU B 2,425 SF MEDICAL 15,000 SF (2 LEVELS: 30,000 SF TOTAL) COMMUNITY CENTER FUTURE DEVELOPMENT FUTURE BANK RETAIL/ RESTAURANT 4,360 SF RETAIL/ RESTAURANT 6,100 SF (2 LEVELS) RESTAURANT 5,030 SF RETAIL/ RESTAURANT E 5,987 SF Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 0 0 A M 1" = 100'-0" EX00 CONCEPTUAL OVERALL SITE PLAN KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 1" = 100'-0"1 CONCEPTUAL OVERALL SITE PLAN 196 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G AR E A - 6 S P A C E S PR O O F O F P A R K I N G AR E A - 1 3 S P A C E S PROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PR O O F O F P A R K I N G A R E A - 1 2 S P A C E S HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 SUNSET TRAIL LYMAN BLVD. P O W E R S B L V D . APARTMENTS 3 0 ' B U I L D I N G S E T B A C K 1 0 ' P A R K I N G S E T B A C K SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH R 6 0 ' - 0 " 63,900 GFA 25,403 GFA 1 11 FUEL PUMPS 3956 SF 2 2 1 5 GROCER 65,570 SF RETAIL A 10,600 SF RETAIL B 10,600 SF RETAIL C 60,000 SF RETAIL / RESTAURANT D 13,300 SF 5 DRIVE THRU A 2,400 SF DRIVE THRU C 2,100 SF DRIVE THRU B 2,425 SF MEDICAL 15,000 SF (2 LEVELS: 30,000 SF TOTAL) EX01 2 Sim 5 6 6 6 6 RETAIL/ RESTAURANT E 5,987 SF 63,900 GFA 2 2 6 7 4 3 6 8 RETAIL/ RESTAURANT 4,360 SF RESTAURANT B 6,100 SF (2 LEVELS) RESTAURANT A 5,030 SF RETAIL/ RESTAURANT 1,175 SF RESTROOMS 700 SF Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 2 0 A M As indicated EX01 CONCEPTUAL SITE PLAN KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R 1" = 80'-0"1 CONCEPTUAL SITE PLAN REVISION SCHEDULE NO. DESCRIPTION DATE 1" = 40'-0"2 ENTERTAINMENT AREA - PLAN ENTERTAINMENT AREA TYPE AREA ENTERTAINMENT_BOARDWALK/COLORED CONCRETE 6890 SF ENTERTAINMENT_GRASS 1564 SF ENTERTAINMENT_MULCH 3987 SF 12442 SF SITE PLAN KEYNOTES 1 MONUMENT SIGN LOCATION 2 TABLE TOP CROSSWALK 3 SEATING 4 COLORED CONCRETE 5 SIDEWALK 6 <varies> 7 PLAZA (SMALL) 8 PLAZA (LARGE) 197 WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. B B FUTURE BUILDING ADDITION 19 20 23 95 98 20 29 21 22 36 47 50 21 SOUTH PARKING (20 STALLS) NORTH PARKING (381 STALLS) NORTHEAST PARKING (100 STALLS) PROPOSED BUILDINGREFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT FFE UPPER LEVEL = 916.0 = ARCH 100'-0" FFE LOWER LEVEL = 898.0 = ARCH 82'-0" G CT T T TGC GDB C POND 40P: BOTTOM = 867.60 NWL = 875.60 WQL = 877.99 10 YEAR HWL = 880.59 100 YEAR HWL =883.22 SNOWMELT HWL = 878.28 R 6 0 ' - 0 " 11 FUEL PUMPS 3956 SF PROPOSED INTERNAL WALKS EXISTING PUBLIC TRAILS PROPOSED PUBLIC TRAILS EXISTING PUBLIC SIDEWALKS PROPOSED PUBLIC SIDEWALKS PEDESTRIAN CIRCULATION KEY Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 3 0 A M As indicated EX02 PEDESTRIAN CIRCULATION KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 1 : 14401PEDESTRIAN CIRCULATION DIAGRAM 198 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 3 1 A M EX03 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 199 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 3 1 A M EX04 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 200 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 3 1 A M EX05 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 201 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/ 1 1 / 2 0 2 6 9 : 5 7 : 3 2 A M EX06 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026 CH A N H A S S E N , M N 5 5 3 1 9 CA R V E R C O U N T Y P I D 25 1 0 2 0 0 2 0 CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026 AV I E N D A RE T A I L C E N T E R REVISION SCHEDULE NO. DESCRIPTION DATE 202 PH (952 ) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Application: Planned Unit Development Amendment (Planning Case #2026-13) Staff Report Date: October 7, 2026 Drafted By: Eric Maass, Community Development Director Planning Commission Review Date: September 15, 2026 City Council Review Date: October 12, 2026 Summary of Request: The Applicant has submitted a request to amend the Avienda Planned Unit Development (PUD) ordinance. Specifically, the Applicant has outlined eleven (11) amendment requests which have been reviewed by city staff. Two requests, numbers 5 and 6, were rescinded by the applicant. Those requested amendments include the following: 1. Fuel Island within District 1 2. Stormwater pond expansion 3. Definitfon of “Entertainment” and removal of “Car Wash” as a permitted use 4. Sportfng Goods & Entertainment Store Size 5. District 1 Use Amendment 6. District 1 and 2 Amendment for Housing 7. District 1 and 2 signage 8. District 3 Signage 9. District 1 Setbacks 10. Buffer and Landscape Standards 11. Shared Parking Applicant: Hempel Holdings LLC “Applicant” Property Owner: Level 7 Development Present Zoning: PUD-Regional Commercial 2040 Land Use Designation: Commercial Acreage: 65.85 203 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Location: Unassigned property address PID: 25.1020020 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretfon in approving or denying a rezoning is based on whether the requested zoning district is an eligible zoning district based on the land use designatfon for the property as identffied by the City’s Comprehensive Plan. The requested rezoning must be consistent with the City’s Comprehensive Plan. This is a legislatfve decision. COMMUNITY ENGAGEMENT The Applicant held a neighborhood meetfng on August 13, 2026. This neighborhood meetfng was attended by approximately 100 attendees. APPLICABLE REGULATIONS • Chapter 20, Article 20-VIII Planned Unit Development District • Ordinance No. 696 ENVIRONMENTAL PROTECTION DISTRICTS • Wetland Protection – Wetlands are located south of the approved Chanhassen Community Center. • Bluff Protection – No bluffs on the property. • Shoreland Management – Not within a shoreland management district. • Floodplain Overlay – Not within a floodplain overlay district. 204 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 LAND USE DESIGNATION The property is designated as “Commercial” land use in the 2040 Future Land Use map. EXISTING PUD ORDINANCE DISTRICT MAP Modified PUD Ordinance District Map Planned Unit Development (PUD) Request Analysis Applicant Request 1: Amend Sectfon C(7) of the PUD to permit fuel islands, defined as an island containing up to four fuel pumps with up to 8 individual vehicular fuel filling locatfons, as an accessory use to the grocery store within District 1. This use is consistent with modern grocery 205 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 formats, is not considered a drive through accessory, and enhances convenience for patrons, as well as eliminates any reason for a freestanding gas statfon. Staff Review: Amending to allow fuel pumps as an accessory use only to the principal grocery store use provides adequate restriction such that no standalone gas station would be permitted within the Avienda development. Applicant Request 2: Amend the master plan to (i) allow the additfon of a second primary regional stormwater pond in the central portfon of District 2 and (ii) increase the size of the existfng regional stormwater pond located at the eastern edge of District 2. The central pond will be thoughtiully integrated with a surrounding pedestrian trail, enhanced landscaping, site lightfng, restaurant(s), and a multf-purpose open plaza to create an amenity that serves both functfonal and placemaking purposes. Staff Review: The currently approved master plan within the Avienda PUD anticipated underground stormwater vaults as part of the future stormwater management design. The proposed central stormwater pond, if properly designed and maintained, can serve as a community amenity while still fulfilling the necessary stormwater management functions. Pedestrian connections from the surrounding areas of development to this central pond and gathering area are crucial to maintaining the pedestrian appeal of the overall development. Applicant Request 3: Revise Sectfon B – Design Standards second sentence of the District 2 site development patterns to read: “Including 53 rowhomes and up to 417 apartments and the entertainment area as generally depicted on the plan in the area directly adjacent to district 2 central pond, including outdoor plaza, outdoor seatfng, walking trails, and restaurants; and revise sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 1 to read “Entertainment: Amusement, recreatfon, hospitality, food service, outdoor public gathering space, and entertainment uses.”; and; Remove Car Wash as an allowed use from Sectfon B – Design Standards, site development patterns for District 3; and, Revise Sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 8.a. to remove a car wash as a permitted use by deletfng the words “except for one full service car wash in District 3”. Staff Review: Currently approved residential developments within District 2 already include 53 rowhomes and a 412-unit apartment building. Staff is supportive of the proposed amendment to Section B. Staff is also supportive of the proposed revisions to include uses as listed along with removal of “car wash” as an allowed use within District 3. Applicant Request 4: Amend the Retail Sales standards to add a sportfng goods store or entertainment use of up to 60,000 square feet of any single store. Contemporary sportfng goods and entertainment retailers frequently incorporate experientfal indoor and outdoor elements 206 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 such as climbing walls, pickleball courts, bowling, batting and golf simulators, and interactfve training areas-which necessitate additfonal floor area and outdoor space. Staff Review: Staff is supportive of the proposed size of the co-anchor retail tenant space. Applicant Request 5: This request has been formally rescinded by the applicant. Amend Sectfon B – Design standards, site development patterns for District 1 to add at the end of the second sentence: “or a unit mixed-use (multf-family/commercial) building that includes no more than 200 dwelling units and not less than 7,500 square feet of commercial use that is open to the public.” Staff Review: N/A Applicant Request 6: This request has been formally rescinded by the applicant. Revise Sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 6.d. to read “Apartment buildings, including mixed use buildings, with up to 417 dwelling units.” Staff Review: N/A Applicant Request 7: Amend Sectfon H.2 to allow up to eight (8) individual tenant panels per off- premise directory sign, with a maximum combined tenant panel area of 64 square feet per sign. This modificatfon improves wayfinding and tenant visibility while maintaining controlled sign scale. Signage design appearance shall remain consistent with the PUD, except for modificatfons necessary to accommodate the signage panels. Staff Review: The proposed revision to modify from three larger signs to eight signs using a similar total area of 64 square feet. Staff anticipates an improved sign aesthetic with greater visibility to more commercial tenants. The adjacent image is included in the current Avienda PUD to demonstrate location of signage. Applicant to provide an update to this figure with proposed signage locations by sign type. 207 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Applicant Request 8: Amend Sectfon H to allow a “large off-premise directory sign”, directly adjacent to the southernmost project identfficatfon sign at district 3. The large off-premises directory sign shall be constructed with design intent and materials consistent with the other off-premises directory signs. The large off premise directory sign shall be dedicated to commercial uses within district 1 and district 2. The large off premise directory sign shall have a maximum height of 30 feet and shall contain no more than 8 tenant sign panels. The individual sign panels shall not exceed 24 square feet, however, the anchor commercial tenant as designed by the developer may combine two sign panels for a total of 48 square feet. The maximum combined tenant panel area of the large off premise directory sign is 192 square feet. This modificatfon provides visibility to the existence of Avienda commercial uses at Highway 212. Staff Review: The Planning Commission recommended that this additional sign be allowed following additional architectural review by the city in coordination with the Applicant. That information has been produced and is shown in the adjacent image. Applicant Request 9: Retail building D requires a decreased setback to 15’ to allow for a building depth that meets market requirements. The positfon of Building D also allows for increased green space at the central aisle while stfll preserving buffer area along Powers Blvd. Staff Review: Staff supports a reduced setback for building D to expand green space and pedestrian connections within the Avienda development. Applicant Request 10: The project will exceed the total amount of trees and shrubs required by city landscape ordinance; however, due to the desire for visibility of the commercial uses (less buffering), we are requestfng a reductfon in the quantfty requirement of understory trees within the buffer yards as defined by City ordinance. Staff Review: Staff supports the concept for the relocation of buffer plantings to the interior of the Avienda development to balance planting requirements with the desire for 208 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 commercial building visibility to nearby roadways. Quantities of plantings will be determined during site plan review for specific components of the development. Applicant Request 11: The PUD shall include flexibility to utflize shared parking at the developer’s discretfon. A reciprocal easement and operatfons agreement (REOA) was previously recorded and covers the entfre commercial portfon of the development and governs how parking and common spaces will be used and maintained. Staff Review: Staff supports parking flexibility to utilize shared parking and maximize the use of planned surface parking spaces, and avoid unused parking spaces to the greatest extent practicable. WATER RESOURCES ANALYSIS The applicant is requestfng a Planned Unit Developments (PUD) amendment for a retail center project located within the Avienda Development. The proposal includes improvements to the site consistfng of commercial retail development and new regional stormwater management features. Plans prepared by Measure Group, and a Stormwater Report prepared by Landform Professional Services, LLC, both dated August 14, 2026, were reviewed by staff. ACCESS The project site is located in the south central portfon of Chanhassen. The City of Chanhassen owns and maintains Sunset Trl and Bluff Creek Blvd adjacent to the site. Carver County owns and maintains Lyman Blvd (County Road 18) and Powers Blvd (County Road 17). Work proposed within or adjacent to this public right-of-way will likely require a permit from Carver County. The applicant shall coordinate with all applicable agencies to confirm permitting requirements. Proof that all required permits have been obtained shall be submitted prior to recording the final plat. GRADING & DRAINAGE The project area consists of a single parcel and is located off Bluff Creek Blvd south of Lyman Blvd and west of Powers Blvd. The site is an empty lot that was mass graded from earlier phases of the Avienda Development and contains two temporary stormwater basins. One basin is in the south central portfon of the site and the other is in the southeastern portfon of the site. Under current conditfons, the western 75% of the site drains to the temporary south central stormwater pond, while the eastern 25% of the site drains to the southeastern stormwater pond. The south central stormwater pond drains into the southeastern stormwater pond, which outlets to a culvert crossing located at the southeast corner of the property underneath Powers Blvd and eventually reaches Lake Susan. This site is part of the Avienda master regional stormwater plan. It is critfcal that Avienda Retail plan, the master stormwater plan, and any 209 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 future site plan in the Avienda Development are all updated to show that the designs work together. As such the applicant shall submit an updated stormwater master plan with future submittals of the Avienda Retail Center. Plans must meet all applicable rules from the City and the watershed district. Under proposed conditfons, the site will be developed to accommodate a new retail center including parking lots and business buildings. Overall drainage patterns will remain generally consistent with post-mass grading conditfons. Two regional stormwater basins are proposed to treat runoff from the new impervious surfaces. Stormwater from the northern two -thirds of the site will be collected by storm sewer and conveyed to the south central stormwater pond. This basin will discharge to the expanded southeast stormwater pond, which also collects stormwater from the southern third of the site via storm sewer. The site will discharge via the existfng culvert crossing east of the southeast basin underneath Powers Blvd. Small portfons of pervious areas around the perimeter of the site will drain offsite without treatment. The applicant noted a potentfal need for a variance for floodplain storage requirements. If necessary, a future variance request will need to be coordinated with Riley Purgatory Bluff Creek Watershed District (RPBCWD) to confirm approval, as the variance is tfed to both City and watershed rules. EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorizatfon to Discharge Stormwater Associated with Constructfon Actfvity Under the Natfonal Pollutfon Discharge Eliminatfon/State Disposal System (NPDES Constructfon Permit). The applicant has submitted an erosion control plan and a Storm Water Pollutfon Preventfon Plan (SWPPP). No earth disturbing actfvitfes may occur untfl an approved SWPPP is developed. This SWPPP shall be a standalo ne document consistent with the NPDES Constructfon Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized when the contractor and their sub -contractors are identffied and as other conditfons change. An approved SWPPP shall be submitted prior to recording the final plat. All erosion control shall be installed and inspected prior to initfatfon of site grading actfvitfes. STORM WATER MANAGEMENT Artfcle VII, Chapter 19 of the City Code establishes the required stormwater management development standards. Sectfon 19-141 states that these standards must be reflected in plans prepared by developers and project proposers in the design and layout of si te plans, subdivisions, and water management features. The standards require abstractfon of runoff and water quality treatment sufficient to achieve removal of 90 percent total suspended solids (TSS) and 60 percent total phosphorus (TP). 210 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 The proposed project is located within the jurisdictfon of the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and is therefore subject to the watershed’s rules and regulatfons. A RPBCWD permit from the watershed district will be required for final plat approval. A Stormwater Management Report has been submitted for review to verify compliance with all applicable stormwater management requirements, including rate control, volume abstractfon, and water quality treatment. All review comments from both the City and the watershed district must be addressed prior to approval. A PUD amendment was requested for stormwater pond expansion, including adding a second regional stormwater pond and increasing the size of the existfng regional basin. The regional stormwater plan included use of one large regional basin for irrigatfon reuse for the site. It is unclear in proposed conditfons if both ponds will be used for reuse or only the south central basin. The applicant shall provide supportfng documentatfon including water balance and irrigatfon calculatfons to confirm irrigatfon capacity that will be stored within the reuse basin. It is recommended to follow Carver County Watershed Management Organizatfon standards for irrigatfon reuse, which accounts for different rainfall conditfons and assumes irrigatfon of 1” per week over pervious surfaces. The applicant shall also confirm that each of the proposed regional basins are sized appropriately for their respectfve tributary drainage area. Please confirm private maintenance responsibility and ownership of the stormwater ponds, as maintenance demands on two basins will generally be more than that of one basin. The basins shall have proper graded maintenance access. These things shall be provided prior to PUD amendment approval. The site is proposing to meet rate control, water quality, and volume abstractfon through two regional stormwater basins and a Jellyfish structure. Additfonal informatfon on the reuse basins and the Jellyfish filter is needed from the applicant. Provide do cumentatfon from the supplier for the Jellyfish Filter mechanical treatment device TP and TSS removals to confirm the removal percentages claimed. Please confirm if the southeast stormwater basin is a reuse basin or not, and update the plans, SWMP, and associated water quality models accordingly. Required freeboard is currently met for the adjacent on-site buildings from the stormwater ponds, though freeboard shall be analyzed for all low points onsite including storm sewer inlets. The applicant shall submit final versions of the stormwater modeling (HydroCAD) and the Stormwater Management Report addressing all outstanding comments and confirming compliance with rate control, volume abstractfon, and water quality standards as part of final plat approval. Stormwater discharged from the site is routed directly to right-of-way areas owned by Carver County. As a result, permits will likely be required from this agency to verify that stormwater requirements are met and that the proposed design will not adversely impact downstream systems. The applicant shall provide proof of all required permits prior to final plat approval 211 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 The applicant shall prepare an Operatfon and Maintenance (O&M) Plan for the private stormwater infrastructure onsite. Maintenance of private stormwater systems is required in perpetuity. The O&M Plan must be approved by the Water Resources Engineer, or the ir designee, and recorded against the benefitfng property. Drainage and Utflity (D&U) easements encompassing the HWLs of BMPs along with emergency overflow routes shall be recorded. The applicant shall also provide an encroachment agreement and documentatf on for private ownership of the retaining wall that is proposed in the stormwater ponding areas. The stormwater O&M plan and agreement, D&U easements, and encroachment agreement shall be recorded prior to approving the final plat. RECOMMENDATION Planning Commission and staff recommend approval of the requested PUD Amendment as outlined by this staff report. Staff Conditions 1. Applicant to provide a rendered site plan for the entirety of Avienda to be included as a reference in the Avienda Ordinance under section C. Development Plans and Regulations as an update to the current Development Plan DP8.2 dated September 8, 2022, which is currently referenced in the ordinance. 2. Avienda Retail Center Development Plan dated August 14, 2026 prepared Measure Group and submitted as part of the PUD amendment shall be updated as follows: a. Sidewalks on the west side of the plan shall be updated to connect with planned and constructed sidewalks from the Avienda Apartments development. b. The primary pedestrian path between the central pond area and the Grocer building shall have landscaping along the entire corridor as well as intermittent pergola or other shade structures and lighting. A marked crosswalk should be shown where this primary pedestrian connection would direct people to the grocer building. c. Sidewalk shall be added on the east side of the main drive aisle west of the Drive Thru B building and a crosswalk shall be added connecting the Drive Thru B area with the central pond/retail/restaurant area at the southernmost part of the “tabletop” portion of the roadway. d. Trail to be added on south side of Lyman Boulevard as well as sidewalk on the eastern side of Sunset Trail. e. Site furnishings, including but not limited to benches and bike racks, will be reviewed during individual site plan review to determine the most appropriate number and locations. 3. Applicant to provide an updated site plan for Avienda, identifying requested sign locations by sign type to be included in the ordinance. 4. Relocate Bluff Creek Blvd and Powers Blvd Buffer Yard planting tables on landscaping plan sheet L1.6 viewport so they are completely visible. 5. Planting schedule to be reviewed for conformance with diversity requirements during site plan review. 212 PH (952) 227-1100 • Chanhassen MN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 6. At site plan review, the applicant shall provide irrigation calculations to confirm irrigation capacity utilizing the stormwater reuse basin, confirm that each of the proposed regional basins are sized appropriately for their respective tributary drainage area, and confirm private maintenance responsibility and ownership of the stormwater ponds prior to PUD amendment approval. 7. The applicant and their design Engineer shall work with City staff in amending the plans, dated August 14, 2026, prepared by Measure Group, to fully satisfy plan comments and concerns. Final construction plans will be subject to review and approval by staff. 8. It is the applicant’s responsibility to ensure that permits are received from all other applicable agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, MDH, MPCA, etc.). The applicant shall submit verification that all applicable permits have been secured prior to commencement of construction activities. 9. The applicant shall provide an updated set of master stormwater plans to verify the design of the Avienda Retail site works with the overall stormwater buildout. The updated plans shall be submitted as part of future submittals of the Avienda Retail Center. 10. The applicant will be required to secure conditional approval from the watershed district prior to submitting final plat application to the City. 11. At site plan review, the applicant shall provide additional design information including documentation from the supplier for the Jellyfish Filter mechanical treatment device TP and TSS removals to confirm the removal percentages claimed. 12. At site plan review, the applicant shall provide final versions of hydrologic and hydraulic (H&H) and water quality modelling with the final plat submittal. 13. With subdivision and site plan review, the applicant shall develop an Operations and Maintenance plan and agreement for all proposed private BMPs onsite. The plan shall include the inspection frequency, maintenance schedule, and responsible party. An Operations and Maintenance plan shall be submitted with the final plat, and the agreement recorded prior to final plat approval. 14. At subdivision or site plan review, the applicant shall provide drainage and utility easements encompassing high water levels (HWLs) of BMPs and emergency overflow routes prior to final plat approval. 15. At subdivision or site plan review, the applicant shall provide an encroachment agreement and documentation for private ownership of the retaining wall that is proposed in the stormwater ponding areas. The encroachment agreement shall be recorded prior to final plat approval. 213 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Hempel Real Estate Holdings, LLC – Planning Case No. 2026-13, Avienda Planned Unit Development (PUD), for a PUD Amendment. On October 12, 2026, the City Council met at its regularly scheduled meeting to consider the application of Hempel Real Estate Holdings, LLC for amendment to the Avienda PUD zoning ordinance. The City Council now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development – Regional Lifestyle. 2. The property is guided in the Land Use Plan for Commercial Use. 3. The legal description of the properties is described in Exhibit A. 4. On September 15, 2026, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Hempel Real Estate Holdings, LLC for an amendment to the Avienda PUD zoning ordinance. The Planning Commission held a public hearing on the proposed development, preceded by a published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak. ZONING ORDINANCE AMENDMENT FINDINGS a) The proposed PUD Ordinance Amendment is consistent with the City’s Comprehensive Plan. b) The proposed PUD Ordinance Amendment is compatible with the present and future land uses of the area. c) The proposed PUD Ordinance Amendment conforms to all performance standards contained in the Zoning Ordinance. d) The proposed PUD Ordinance Amendment will not tend to or actually depreciate the area in which it is proposed. e) The proposed PUD Ordinance Amendment can be accommodated with existing and planned public services and will not overburden the city’s service capacity. f) Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 214 2 Finding: The proposed PUD Ordinance Amendment is consistent with the city's Comprehensive Plan, present and future land uses in the area, the zoning ordinance, does not tend to or actually depreciate the area its proposed, can be accommodated with public services and streets. The Planning Commission recommended approval of the request with conditions. 3. The planning report #2026-13 dated October 7, 2026, prepared by Eric Maass, is incorporated herein. 215 3 DECISION The City Council adopts the attached findings of fact and decision that the City Council grants rezoning approval for amendment to the Avienda Planned Unit Development (PUD) Ordinance. ADOPTED by the Chanhassen City Council this 12th day of October, 2026. CHANHASSEN CITY COUNCIL BY:___________________________________ Its Mayor BY:___________________________________ Its City Manager 216 4 Exhibit A Outlot B, Avienda, Carver County, MN; and Lot 1, Block 1, and Outlot D, Avienda Apartments, Carver County, Mn; and Outlot D, Outlot C, and Outlot F, The Villas at Avienda, Carver County, Mn; and Lots 1-5 Block 1, Lots 1-3 Block 2, Lots 1-7 Block 3, Lots 1-5 Block 4, Lots 1-11 Block 5, and Lots 1-8 Block 6, The Villas at Avienda, Carver County, Mn; and Outlot A, Avienda Rowhomes, Carver County, Mn; and Lots 1-4 Block 1, Lots 1-4 Block 2, Lots 1-4 Block 3, Lots 1-4 Block 4, Lots 1-3 Block 5, Lots 1-4 Block 6, Lots 1-4 Block 7, Lots 1-4 Block 8, Lots 1-4 Block 9, Lots 1-3 Block 10, Lots 1-4 Block 11, Lots 1-4 Block 12, Lots 1-3 Block 13, and Lots 1-4 Block 14, Avienda Rowhomes, Carver County, Mn; and Lot 1, Block 1, Outlot A, Outlot B, and Outlot C, Chanhassen Bluffs, Carver County Mn. 217 CITY OF CHANHASSEN CARVER AND HENNEPIN COTINTIES, MINNESOTA ORDINANCE NO. X)O( AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CIry CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING THE AVIENDA PLANNED LINIT DEVELOPMENT AND STANDARDS AND GUIDELINES FOR REGIONAL/LIFESryLE CENTER COMMERCIAL PLANNED LINIT DEVELOPMENTS THE CITY COI.INCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zonrngordinance, is amended by amending the Avienda Planned Unit Development Design Standards in its entirety as follows: DEVELOPMENT DESIGN STANDARDS A. Intent The use of Planned Unit Developments (PUD) for regional/lifestyle center commercial purposes should result in a reasonable and verifiable exchange between the city and the developer. This district is intended to provide for the development of regional and community scale integrated retail, office, business services, personal services, and services to the traveling public near freeway interchanges. It shall strive to create a self-sustaining pattern of land uses with cultural, employment, entertainment, housing, shopping, and social components. The regional/lifestyle center commercial district is a mixed commercial district with retail and entertainment uses of a scale and function that serves a regional market. The physical environment emphasizes an attractive, comfortable walking experience for shoppers and visitors. It shall be designed to serve pedestrian and mass transit users as well as automobile traffic. Centers of this type, generally, have at least two major retail anchors and are charactenzedby the diversity of mixed retail and service uses. Uses within this district should complement existing retail users in the other commercial districts. Development of these centers shall be planned as a group of organized uses and structures to accommodate a sensitive transition between commercial activities such as loading, parking of automobiles, lighting, and trash collection, and surrounding residential uses. Such centers shall be designed with one theme, similar architectural style, similar exterior building materials, and a coordinated landscaping theme, but shall avoid monotony in design and visual appearance. Vehicle and pedestrian access are coordinated and logically linked to provide a comprehensive circulation system. B. Design Standards Unless otherwise provided in the PUD, the design standards shall follow the Chanhassen City Code Chapter 20, Article VIII Division 1 . 20-509. - STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED LINIT DEVELOPMENTS ANd 218 Page l2 Article XXIII, DIVISION 7. - DESIGN STANDARDS FOR COMMERCIAL, INDUSTRIAL AND OFFICE-INSTITUTIONAL DEVELOPMENTS. Applies to District 1;4!d 2#. Chapter 20 DIVISION 9. - DESIGN STANDARDS FOR MULTIFAMILY DEVELOPMENTS and the Avienda Development Design Guidelines. Applies to Districts 3-AUd 4-4n45. I 1I -'l-1 t t- I I 1., t_ L_ T I t t" ) I I I ( l-.*-- {i 1 1 219 Page | 3 ,r' 4 4 4 -l I _September 81 5, *222026 The Master Plan identifies foqf{ve distinct districts within Avienda. Each of these districts (outlined on the plan abovebele,ar) is defined by specific site developmentpatterns andperhaps a distinctive character or image. The sub-districts complement one another as part ofthe overall plan. The districts are shown on the attached District Map above. They include: 1__**ffi;l,, : - :- 1 3 r () 2 o Disrrrcr 1- Retail Villaee - provides the widest varietv. hiqhest densitv. and qreatest intensitll of development with extensive pedestrian connectivity and a minimum of two seated restaurants in addition to other fast casual restaurants. One sit down restaurant adjacent to the central stormwater feature shall be approved for constructed prior to approvals being given for an accessory drive thru for a coffee. cafe. or fast casual restaurant. The central stormwater feature shall have at least one fountain and shall be maintained at all times. free of standing aleae. o Dl'srricr 2 - Institutional and Commercial Entertainment - This area will be anchored by a city owned and operated community center and could be surrounded bv additional entertainment opportunities. commercial service or retail businesses. lodeine and sit down restaurants. o Disrrict 3 - Multi-Family - provides an opportunity for hieh density housins includins up to 412 apartments. 220 Page | 4 o Disrrrcr 4 - Low Densitv Residential - provides opportunities for small lot homes includinq 39 townhomes and 53 rowhomes. o n:-* | . , Retail prevides a leeatien for larger seale in line and stand alene retail r ni-,-: ' ' The Village prevides the breadest variety; highest density; and greatest i r ni-'-i ' 2 Mixed Use l0 asres er appreximately 60 pereent ef the ares in Distriet 3 shall entertainrnent; heekey rir*s; indeer arnusement areades; eenventier/ performanee eenter, r o"r ni-'-j ' Multi Farnily prevides ep-ertwrities for high density senier er rental o o"t n:-'-r ' < tew Density Residential prevides eppertunities fer srnall let hemes, C. Development Plans and Regulations The PUD must be maintained in accordance with the following development plans which are on file with the city, and which are incorporated herein: Final Plat dated October 28,2021 Development Plan DP8.3@ Avienda Design Guidelines updated September 8,2022 Permitted Uses 1. Entertainment: Amusement/recreatior/entertainment use or substantially similar as reviewed by the+esrgn the Community Development Director. 2. Retail sales: a. Department stores not to exceed 25,000 square feet per store, stores that carry an assortment of merchandise from all the other categories. Such establishments may include but are not limited to department stores;Ciseeun#stereg and similar establishments. store or indoor an store or use. b-.c.Supermarkets and other food and grocery stores such as butcher shops and fish markets, fruit and vegetable markets, dairy products stores, candy, nut, and confectionery stores and retail bakeries . e.d.Apparel and accessory stores not to exceed 20,000 square feet per store. 1. 2. J. 221 Page | 5 *.e.Home furnishing stores selling interior decorating supplies, such as paint, light fixtures, and d6cor. Such stores may not exceed 40,000 square feet for any single store. e,.f._Clothing and apparel stores, including shoes, jewelry, accessories, etc. Lg.Drug stores and pharmacies. e.h_One home and furniture store which includes furniture store, home improvement center, electronic store, appliance store, and similar establishments not to exceed 50,000 square feet. F.!,Farmers market. 3. Hospitality and food service establishments including: a. Bars and taverns. b. Cafes, delicatessens, food catering establishments. c. Coffee shops and cafes. d. Patio/al fresco dining facilities; Accessory to a principal use. e. Restaurants. 4. Hotels a.One hotel is permitted in either District I or District 2.iffi 5. Servtces: a. Personal Services i. Professional offices: banking, insurance, legal services, andreal estate, etc. ii. Financial institutions. iii. Health and recreation clubs, industries, and services. iv. Health services: Offices of doctors, dentists, optometrists, etc. v. Dry cleaning, laundry, and garment services. b. enedpaycare center, childcare centers, preschools and Montessori school+e+te-exeeC . 6. Housing: Residential development in the regional/lifestyle center commercial PUD may only occur in multiple-family dwellings. buildin€, Senier heusing (55 Plus) ineludes ewner; rental er serviee enriehed, b-.4.Low Density Residential homes, District {5, shall be a Density of 3-6 units an acre and can include detached townhomes and twin homes. e-.b.Fiftythree (53) rowhomes density of 8 units an acre in part of District !2. d4.Apartments units with number of 412 in District 3. e{The total number of housing units in the PUD shall not exceed 768. 7. Other uses: a. Retail businesses or service establishments that generally provide commodities or services and that are judged by the Community Development Director (1) to be similar in character and operation to the permitted uses described above; (2) to be closely complementary and to enhance the permitted uses; and (3) to be compatible with the intent and purposes of the Avienda Village Regional Lifestyle Center PUD. 222 Page | 6 b. Drive-through accessory to a permitted use. (A maximum of four shall be permitted in Avienda. @ b-.c.fuel islands all with up to eieht individual vehicular fuel fillins locations. as an accessory use to the grocery store within District l. The fuel island accessory use is not considered a drive thru accessory use. Conditional Uses l. Entertainment a. Outdoor entertainment within District 2. east of the Chanhassen Community Center. Prohibited Uses 1. Auto related including stand alone gas stations, tires, repair, car wash. drive through only businesses. etc. 2. Truck, motorcycles, boats, etc. sales. 3. Club warehouse including wholesale. 4. Gaming Establishments Direete* D. Minimum Setbacks Building setbacks shall follow Chapter 20, Article VIII Division 1. 20-509. - STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED UNIT DEVELOPMENTS. Setbacks may be waived or reduced by the City Council when it is demonstrated that pedestrian connectivity. environmental protection pt-and design will be enhanced. E. Development Site Coverage and Building lleight 1. The PUD standard for hard surface coverage is 70o/o for the overall development. Individual lots may exceed this threshold. 2. More than one (l) principal structure may be placed on one (1) platted lot. 3. The maximum building height shall be: a. District 1 - Retail Villase Distde+ 4*tery 1) Hotel - 4 stories (excluding undereround parking) 2) Offices - 3 stories (excluding underEround parkine) 3) Commercial Retail - 2 story 4) Restaurants-2story DS) nntetainment-Zs b. District 2 - Institutional and Commercial Entertainment l) Hotel - 4 stories (excluding undereround parking) 9Z) Community Center - Z 3) -Retail - *! story 4) -Restaurants - 12 story 5) -Entertainment - 2 story 223 Page | 7 ffi Hetel 3 steries (exeluding undergreund -arking) D^+^;l 1^+^*,----awTgrr---f- effiees 3 steries (exeluding trndergrennd parking) d. District3-Multi-family Dis+det l-Apartment - 5 stories (excluding underground parking) e. District 4 - Low Density Housing District-35{eet l. Detached townhomes and rowhomes - 35 feet F. Parking Requirements l. Parking shall follow Chanhassen City Code ARTICLE XXIV. - OFF-STREET PARKING AND LOADING. Shared parkine between complementary uses shall be accepted throushout the development to minimize surface parking. 2. There is no minimum parking setback when it abuts, without being separated by a street, another off-street parking area. 3. Code Drive-Through Facilities. Drive-throughs must comply with the standard of the City Code 20-963 and where appropriate, the city and developer may prepare a vehicle stacking study to determine whether more of less stacking shall be required for a particular use. *Parkine lots are not permitted to individual dumpster or trash enclosures. Management of and trash shall be manased internally orincioal structures. G. Landscaping Plan An overall landscaping plan is required. The plan shall contain the following: l. Boulevard plantings. Located in front yards shall require a mix of over-story trees and other plantings consistent with the site. Landscaped berms shall be provided to screen the site from major roadways, railroads, and less intensive land uses. [n place of mass grading for building pads and roads, stone or decorative block retaining walls shall be ernployed as required to preserve mature trees and the site's natural topography. 2. Exterior landscaping and double-fronted lots. Landscaped berms shall be provided to buffer the site and lots from major roadways, railroads, and less intensive uses. Similar measures shall be provided for double-fronted lots. Where necessary to accommodate this landscaping, additional lot depth may be required. 3. Foundation and yard plantings. A minimum budget or plan for foundation plants shall be established and approved by the City. As each parcel is developed in the PUD, the builder shall be required to install plant materials meeting or exceeding the required budget or prior to issuance of certificate of occupancy or provide financial guarantees acceptable to the City. 4. Tree preservation. Tree preservation is a primary goal of the PUD. A detailed tree survey should be prepared during the design of the PUD and the plans should be developed to maximize ttee preservation. 224 Page | 8 5-No fences shall be permitted between the required landscape buffer and arterial and collector roads. +.6. Buffefvard Plantinq development site to preserve visibilitv to commercial businesses from those collector roadways. H. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service. b) Preserve and promote civic beauty and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination. c) Ensure that signs do not create safety hazards. d) Ensure that signs are designed, constructed, installed, and maintained in a manner that does not adversely impact public safety or unduly distract motorists. e) Preserve and protect property values. f) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures. g) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter andhazards at public right-of-way intersections. h) All signs shall comply with the city sign ordinance ARTICLE XXVI. - SIGNS unless otherwise permitted in this document. - oo O r#.t; 225 Page | 9 h)illf siens are located willberesutred. 1. Project Identification Sim A Six project identification signs shall be permitted for the development. The pro.iect identification sign shall not allow tenant sienaee unless explicitly allowed by this PUD. The Avienda sign shall not exceed 80 square in sisx disolav area nor be sreater than eieht feet in heisht. The sisn shall be setback a minimum of 10 feet from the propertv line and be located outside the sieht distance trianele. The location of the Project Identification signs shall be as follows: a) Southwest and southeast of the intersection of Sunset Trail and Lyman Boulevard. b) Southwest of the intersection of Powers and Lyman Boulevards. c) Northwest and southwest of the intersection of Powers and Bluff Creek Boulevards. d) The most southeasterly corner of the development facing the Highway 212 which shall be limited to 30 feet in heieht and shall be to contain no more than sht (8) tenant siqn panels. The individual tenant sign panels shall not exceed 24 square feet: however. the anchor commercial tenant as desierated by the developer may combine two sien panels for a total of 48 square feet. The City shall be provided an exclusive Electronic Messaee Center (EMC) sign for citv use. The EMC shall have a minimum area of 105 square feet. The design and dimensions of the sign shall be identical throughout the development with exception of the larger sign facing south on to Highway 212. Sign Dimensions - "Type 1" (matches size of other entry signs) Al ,aF - 1; r ^F\vIh. l\lLrA I Q 8.7', ffi =:l28'.0 - 242 So. Ft. :p,'* *ilIffikil t&d 226 Page | 10 2. Off-Premise Directory Sign B Three off-premise directory signs shall be permitted for the development. The location of the off- premise directory signs shall be as follows: a) Southeast of the intersection of Avienda Parkway and Sunset Trail. b) Northwest and southwest of the intersection of Bluff Creek Boulevard and Sunset Trail. The sign architectural structure shall not exceed 19 feet in height and shall be built in accordance with the dimensions and design shown and labeled below. qLThe individual tenant sign panel area shall not exceed eight (8) square feef.sir(6feet+vide and-t4::*igh a)b)-Nno more than gi&lthree tenant panels per off-premise directional sign. b)q)-The overall sign tenant panel area shall not exceed 6z!58 square feet rnclusive of all te sisn panels. Individual tenant panels may not be combined. e[)-The sign shall be located outside of the sight triangle and shall not interfere with the driver's intersection sight distance. d)O-The sign shall maintain a minimum of l0 feet from the back of the curb. e)flThe sign shall maintain a 1.S-foot separation from trails/sidewalks. $dThe sign shall not interfere with snow removal operations. $hl_The sign shall only include the names and logos of the businesses. h)DThe sign design shall compliment the design and materials of the proposed buildings. 3. Monument Sign C a. Each lot shall be permitted one monument sign. One monument sign shall be permitted per lot with the exception of Lots I and2, Block 2. These signs shall not exceed 24 square feet in sign display area nor be greater than five (5) feet in height. If more than one building is on a lot, the sign must be shared. Sign Dimensions - "Type 2" - 582 Sq. Ft. 48.5' 227 Page I ll b. All monument signs shall maintain a uniform architectural design that complements the architecture of the buildings. c. These signs shall be set back a minimum of 10 feet from the property line and be located outside the sight triangle. d. All monument signs shall face the internal streets (Avienda Parkway and Bluff Creek Boulevard). TENANT TENANT TENANT W +.5. Wayfindine Siens D Wayfinding signs shall be permitted along the intemal street located within Lots I and2, Block 5 Iuf{lE @ a. The sign shall not exceed eight (8) feet in height. b. The sign area shall not exceed 32 square feet. c. The sign shall be located outside of the sight triangle and shall not interfere with the driver's intersection sight distance. e=d.The sign shall maintain a 1.5-foot separation from trails and sidewalks. f,e-The sign shall not be illuminated. &.f.The sign shall not interfere with snow removal operations. tf. F Tenant Direction 4 Tanant { AVIENDA FTanant Direction { Tenanl { AVIENDA 16.5 Sq. Ft. x I a 't tl - I d Z 228 Pagel 12 5. Wall Siens h.e. The sign lettering shall not exceed six inches and shall have a uniform style. i-.h. The sign shall only include the names and logos of the businesses and a directional arrow i.!-The sign design shall compliment the design and materials of the proposed building. le.j-The sign shall not obstruct drivers' views of any city-owned street signage or railroad signage. l.k. The sign wi[ be ewne m-.1- a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product, or service offered. Corporate logos, emblems, and similar identiflzing devices are permitted provided they are confined within the signage band and do not occupy more than 30% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building unless the area of square footage exceeds 25,000 or above in a single use then wall siqns are . e. Single tenant buildings shall be permitted wall signs on two elevations only unless the area of square footage exceeds 25,000 or above in a single use then wall signs are limited to three elevations. The size of the sign shall be based on Table l. f. Halo Lit signs are permitted consistent with the wall area criteria, including maximum nits and only white. Example: Storefront dimensions = 12'-0" x 90'-0" = 1,080 s.f. x 15o/o = 162 s.f. total allowable signage on all sides 90'-0" wide lease area buildlng frontage Building Focal Point Tenant signage s/G/v r 5/GA/r 1 t.a"d = ,iI - rfld ,( 229 Page I 13 Table I Wall Area in Square Feet (sq. ft.) Max. Percent of Wall Area 0-600 9% 601 : 1.200 8% 1.201 : 1.800 7% 1.801 -_2.400 6% 2.401-3.200 5o/o 3.201 - 4.500 4% 4.500+3%o not to exceed 275 sq ft 6. Projectine Sien (Wall) a. Shall be limited to the District I and 2@. b. Sign area shall not exceed $(Ot{#e€) square feet and not project more than four (4)+*e€) feet from the building. 7. Festive Flaes/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two (2) feet. f. Flags and banners shall have a maximum area of 10 square feet. g. Flags and banners which are tom or excessively worn shall be removed at the request of the city. Iar. Percent o[ tUtfl ArBE HlAreainSOue Feet (rq.ltl 0{(mlsta t3'$60r-rJln ---------{t!t- 9f -----{i0{.rr0- t.80ta/rc0 7i5 aimtJJ00 3,20r4,500sry. 31( n6ttocrGd 275 s+ fl.tf,flXl. Table I 230 Page | 14 8. Building Directory a. In multi-tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 9. On-Premise Directional Siens a. On-premise signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public right-of-way. No more than four (4) signs shall be allowed per lot. The City Council may allow additional signs in situations where access is confusing, or traffic safety could be jeopardized. b. Bench signs are prohibited except at transit stops as authorized by the local transit authority. c. Signs and Graphics. Wherever possible, traffic control, directional, and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. 10. Prohibited Signs a. b c. Pylon signs. Back lit awnings. Window signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed lUYo of a window area. Menu signs. Signs on roofs, dormers, and balconies. Billboards. Interchangeable letter boards or panels. d. e. f. s. ffi I 231 Page I 15 h. Flashing signs. h.r.Ground mounted flae o 11. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the City's sign ordinance for the neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. I. Public Realm, Streetscape The site development, streetscape character, building placement, pedestrian realm, material expression and color, stormwater utilization, building interest, lighting and walking paths shall be consistent with the Avienda Development Guidelines approval for individual components of the A minimum of four oublic art oieces shall be incorporated into the development. which may include murals or sculptures. all of which are to be privately owned and maintained. Pedestrian connections shall include landscapine. shade. and liehtine when deemed aopropriate by the City durine site plan review. The development shall also offer restrooms accessible to the public as part of the eatherins and entertainment area in addition to oqrhcoe cn.l rccvrllino hins wl fh lnceti to be determined at aifp nlqn revierw J. Engineering Conditions 1. The applicant shall update the traffic analysis completed for the 2016 AUAR Update based on the approved land uses for the development. 2. Each subsequent plat and/or site plan will be required to complete a Traffic Impact Study for the abutting local road network to identiff capacity deficiencies at affected intersections and to help identiff feasible solutions to identified deficiencies. This shall also include; an assessment of internal circulation for vehicles and pedestrians; the interface between public and private streets and trails and their respective maintenance operations; and emergency service access and circulation. nevetepment Ptan g 4l-An updated capacity analysis shall be provided based on the approved land uses to determine if the municipal utilities to service the development are adequate. Section 2. Chapter 20 Section 509 of the Chanhassen City Code, the City's zoning ordinance, is amended as follows: a) Intent. 1) The use of planned unit developments for regional/lifestyle center commercial purposes should result in a reasonable and verifiable exchange between the city and the developer. This district is intended to provide for the development of regional and community scale 232 Page | 16 integrated retail, office, business services, personal services and services to the traveling public near freeway interchanges. It shall strive to create a self-sustaining pattern of land uses with cultural, employment, entertainment, housing, shopping and social components. 2) The regionalAifestyle center commercial district is a mixed commercial district with retail and entertainment uses of a scale and function that seles a regional market. The physical environment emphasizes an attractive, comfortable walking experience for shoppers and visitors. It shall be designed to serve pedestrian and mass transit users as well as automobile traffic. Centers of this type, generally, have at least two major retail anchors and are characterized by the diversity of mixed retail and service uses. Uses within this district should complement existing retail users in the other commercial districts. 3) Development of these centers shall be planned as a group of organized uses and structures to accommodate a sensitive transition between commercial activities such as loading, parking of automobiles, lighting and trash collection and surrounding residential uses. Such centers shall be designed with one theme, with similar architectural style, similar exterior building materials, and a coordinated landscaping theme, but shall avoid monotony in design and visual appearance. Vehicle and pedestrian access is coordinated and logically linked to provide a comprehensive circulation system. b) Minimum lot size: 10,000 square feet c) Minimum lot width at building setback: 100 feet. d) Minimum lot depth; 100 feet. e) Minimum setbaclcc: Building setbacks are also a function of the building height. As a building's height increases above 35 feet, the front, rear and project perimeter setback shall increase on a one to one basis. The increased setback shall only apply to that portion of the building that exceeds 35 feet, e.g., a 40-foot tall building would be set back ten feet (front or rear) at that point where the building height equals 40 feet. A building height may step back, providing the setback/building height ratio is maintained. +PUD exterior: 30 feet. The 3O-foot PUD exterior setback may be changed, increased or decreased, by the city council as part of the approval process when it is demonstrated that pedestrian connectivity. environmental protection or development design will be enhanced. Rtsitding rctbaeks aq fetma wnien weuH attew m irmen* 4-3)LFront yard: 5 feet. 4)D_Rear yard: 5 feet. S)\$ideyard:0. eo_ 233 Pagel17 Parking Setbacks (feet) Front:l0 Side:10 Rear:10 1)5\ Parking setback exemptions: l. There is no minimum parking setback when it abuts, without being separated by a street, another off-street parking area. 2. Parking along public streets shall provide an appropriate transition, which shall incorporate such elements as landscaping, decorative fencing, public art, berming, etc. 3. Parking setbacks adjacent to exterior development lot lines abutting an area designated for residential use in the comprehensive plan shall be 50 feet unless unique circumstances are found which would allow the city to reduce the setback requirement. Unique circumstances include site elevation, separation by natural features such as wetlands or stands of mafure trees or substantial visual screening through berming and landscaping. S)f-)-Parking standards shall comply with City Code for type and location. (f) Maximum building height Commercial-retail 2 stories Commercial-services 23 stories Office Residential 5 stories Hotel 4 stories 0 Protection and preservation of natural features. The applicant must demonstrate that the flexibility provided by the PUD is used to protect and preserve natural features such as tree stands, wetlands, ponds and scenic views. These areas are to be permanently protected as public or private tracts or protected by permanently recorded easements. g) Landscaping plan. An overall landscaping plan is required. The plan shall contain the following: l) Boulevard plantings. Located in front yards shall require a mix of over-story trees and other plantings consistent with the site. Landscaped berms shall be provided to screen the site 35 stories 234 Page | 18 from major roadways, railroads and less intensive land uses. [n place of mass grading for building pads and roads, stone or decorative blocks retaining walls shall be employed as required to preserve mature trees and the site's natural topography. 2) Exterior landscaping and double-fronted /ors. Landscaped berms shall be provided to buffer the site and lots from major roadways, railroads, and less intensive uses. Similar measures shall be provided for double-fronted lots. Where necessary to accommodate this landscaping, additional lot depth may be required. 3) Foundation and yard plantings. A minimum budget or plan for foundation plants shall be established and approved by the city. As each parcel is developed in the PUD, the builder shall be required to install plant materials meeting or exceeding the required budget or prior to issuance of certificate of occupancy or provide financial guarantees acceptable to the city. 4\ Tree preservation. Tree preservation is a primary goal of the PUD. A detailed tree survey should be prepared during the design of the PUD and the plans should be developed to maximize tree preservation. h) Architectural standards. The applicant should demonstrate that the PUD will provide for a high level of architectural design and building materials. While this requirement is not intended to minimize design flexibility, a set of architectural standards should be prepared for city approval. The primary purpose of this section is to assure the city that high quality design will be employed and that home construction can take place without variances or impact to adjoining lots. The PUD agreement should include the following: l) Standards for exterior architectural treatments; 2) Streetscape requirernents: l. Every building shall incorporate a streetscape, public realm space between the building the roadway. The use of canopies, awnings or arcades is encouraged in these interfaces. 2. Outdoor seating areas must be in a controlled or cordoned area with at least one access to an acceptable pedestrian walk. Seating areas may be shared by multiple uses. When a liquor license is involved, an enclosure is required around the outdoor seating area and the enclosure shall not be intemrpted; access to such seating area must be through the principle building. Outdoor seating areas must be located and designed so as not to interfere with pedestrian and vehicular circulation. 3. Streetscape elements shall include: Landscaping, lighting and street fumiture such as benches, bus shelters, kiosks, planters, public art, tables and chairs, etc. 9S) eufferyard Plantinss. B development site to preserve visibility to commercial businesses from those collector roadways. 235 Page | 19 PASSED AND ADOPTED by the Chanhassen City Council this the day on October 12,2022 ATTEST: Jenny Potter, City Clerk (Published in the Sun Sailor on Elise Ryan, Mayor ) 236 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 BY AMENDING THE AVIENDA PLANNED UNIT DEVELOPMENT AND STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED UNIT DEVELOPMENTS OF THE CHANHASSEN CITY CODE The purpose of these Code Amendments are as follows: Amend district boundaries, allow fuel island within district 1 as an accessory use to a grocery store, allow expansion of stormwater ponding, refine the definition of “entertainment” uses, remove “car wash” as a permitted use, allow for the expansion of sporting goods and entertainment store size, and modifications to sign regulations, building setbacks, landscape buffer standards and shared parking. This ordinance shall go into effect upon passage of the ordinance by City Council. A printed copy of Ordinance No. XXX is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 12th day of October 2026 by the City Council of the City of Chanhassen, Minnesota. (Published in the Sun Sailor on _________ __, 2026) 237 City Council Item October 12, 2026 Item Letter from League of Minnesota Cities regarding LMCIT Workers' Compensation Program File No.Item No: K.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 238 LMCIT dividend letter 239 Dear Member, A check for your share of the $20 million dividend from the League of Minnesota Cities Insurance Trust’s (LMCIT) workers’ compensation program will be mailed to you during the week of September 28. The attached document outlines your 2026 dividend amount as well as previous dividend amounts. A copy has also been sent to your insurance agent. We encourage you to share this news with your city council, governing boards, and leadership team. Supporting Safety and Loss Control Members are encouraged to consider using their dividend to strengthen employee safety and loss control efforts. Investments in training, equipment, and other risk management initiatives can help reduce workplace injuries and claims over time, contributing to healthier organizations and supporting the long-term strength of our insurance pool. Workers’ Compensation Program Performance This year’s $20 million workers’ compensation dividend reflects the program’s strong financial position and the LMCIT Board’s thoughtful stewardship of member resources. When program balances exceed what is needed for current and projected claims, the Board may choose to return excess funds to members. At the same time, the Board may determine that retaining funds is the best way to support member needs—such as developing new programs, enhancing loss-control services, or maintaining long-term rate stability during periods of uncertainty. Property/Casualty Program Outlook No dividend was approved for the property/casualty program this year. The Board determined it was prudent to hold available funds to support the program’s long-term financial strength, particularly in light of ongoing market volatility and claims uncertainty. Retaining funds helps ensure the program remains well-positioned to manage changing conditions while continuing to provide stable, reliable coverage for members. Dividends and Future Planning Dividends are not guaranteed, and members should not count on them when planning annual budgets. Fund balances fluctuate over time due to factors such as member claims, investment results, legislative changes, reinsurance costs, and LMCIT’s long-term strategic goals. Each year, the Board evaluates the best uses of any excess funds, which may include returning a dividend or investing in other alternatives. Our ongoing goal remains the same—broad, affordable, and stable coverage. Distribution and Eligibility To be eligible for distribution, a city or other entity must be a member of the workers’ compensation program as of Sept. 1, 2026. Each member’s share is determined based on premiums 240 2 and total losses over the past 20 years. For calculation purposes, individual losses are capped at the lesser of $200,000 or 200% of the member’s annual premium for the year in which the loss occurred. This approach is designed to give proportionally greater amounts to long-tenured members that have been most successful in avoiding and controlling losses. Questions? Please contact Program Coordinator Sarah Fredericks at sfredericks@lmc.org or (651) 281-1228 with any questions, concerns, or suggestions. Thank you for being an integral part of our self-insured membership cooperative—created by and for Minnesota cities over 45 years ago. Together, we will continue to offer comprehensive coverage and innovative risk management programs tailored to meet your needs.   League of Minnesota Cities Insurance Trust Board of Trustees Jake Benson, Proctor Council Member Luke Fischer, LMC Executive Director Laurie Hokkanen, Chanhassen Manager Phil Kern, Delano Administrator Audrey Nelsen, Willmar Council Member Jorge Prince, Bemidji Mayor Alison Zelms, Rochester Administrator 241 City Council Item October 12, 2026 Item Minnehaha Creek Watershed District 2027 Budget and Levy File No.Item No: K.2 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS MCWD's 2027 Budget and Levy Adopted 242 243 244 City Council Item October 12, 2026 Item Santa Vera Phase II Staff Memo File No.Item No: K.3 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Eric Maass, Community Development Director Reviewed By Eric Maass SUGGESTED ACTION No action; informational only. Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY At the September 28, 2026 City Council meeting, public comments raised concerns about recent tree removals associated with Santa Vera Phase II. Chanhassen balances the community and environmental benefits of trees with property owners’ development rights. The attached memo summarizes the analysis completed for that development project regarding tree canopy coverage and tree replacement requirements. BACKGROUND DISCUSSION BUDGET 245 RECOMMENDATION ATTACHMENTS Santa Vera Project Update - City Council Memo Oct 2026 246 PH (952) 227-1100 • ChanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Date: October 7, 2026 To: City of Chanhassen Mayor and City Council Laurie Hokkanen, City Manager From: Eric Maass, Community Development Director Jamie Marsh, Environmental Resources Specialist Rachel Jeske, Planner II Re: Santa Vera Development The City of Chanhassen values trees for the benefits they provide to our community, including shade, improved air and water quality, wildlife habitat, and the character they bring to our neighborhoods. The City balances these benefits with individual property rights and the ability to develop property through tree preservation and replacement requirements in City Code. These regulations require tree inventories for all trees measuring 5 inches or greater in diameter at breast height (DBH), which was recently updated from the prior standard of only requiring trees that measured 12 inches or greater DBH, as well as new protections and increased replacement requirements for Heritage Trees, defined as trees measuring 25 inches DBH or greater. The City received public comments during the September 28th, 2026 City Council meeting regarding concerns related to recent tree removals associated with the development project commonly referred to as “Santa Vera Phase II”. On August 25, 2025, the City Council approved the site plan and PUD amendment for two additional apartment buildings at 621 Santa Vera Drive. The PUD amendment did not alter the total number of residential units allowed to be constructed on the property. (Note: the PUD had been in place since 1998.) Tree removal was evaluated in relation to building placement, grading, stormwater management, utilities, and sidewalks. The staff report identified 1.22 acres of existing canopy and that 0.31 acres were proposed to remain, a reduction of 0.91 acres. City Code establishes a minimum amount of canopy coverage required to remain on the property and replacement requirements if the minimum canopy coverage is not retained. 247 The city also assessed the impacts of the project constructing a sidewalk along the south side of Saratoga Drive and Santa Vera Drive in response to public comment about the lack of a sidewalk leading to the park. City Council direction to staff was to consider design of the sidewalk to reduce tree removals and consider the location of ash trees. Ultimately, the location of the sidewalk avoided removal of four trees, including 50” and 20” cottonwoods as well as 15” and 20” spruce trees. Fourteen trees were removed, including two ash trees and two box elder trees. These tree removals were included in the canopy coverage calculations. Based on the site area and required minimum canopy coverage, the developer was required to plant a total of 29 replacement trees. The construction plans approved by the city require a total of 72 trees to be planted on site, including 14 along Saratoga Drive and Santa Vera Drive. These trees are in addition to the 202 shrubs and 227 perennials proposed for planting on the property, as well as the 25 trees identified in the tree survey that were not removed. In summary, the tree survey included in the development application identified 99 significant trees. Following development, it will contain 88 trees. The city most recently sent an update to subscribers of the “Proposed Developments” email list on September 3, 2026, notifying subscribers that construction of this project would commence soon. This notice was in addition to other past updates on the project, which were sent on April 21st, June 5th, July 24th, August 7th, and August 18th, 2025, all of which were sent prior to the City Council's approval of the project on August 25th, 2025. These emailed notices are in addition to the required public hearing notice in the paper and the proposed development sign, which was placed on the property during the development consideration. Prior to construction commencing, the city hosted a “Pre-Construction Meeting” with the developer, contractor and subcontractors to review the approved plans, discuss the schedule, and establish communication expectations as is standard city practice for development projects. Included in the pre-construction meeting was the requirement that, prior to any trees being removed on site, an inspection be completed by the city’s environmental resources specialist to ensure that only those trees approved for removal were marked for removal. The inspection also verified that “tree save fencing” was installed as required to mitigate impacts to trees that were not scheduled for removal. The pre-inspection was completed by city staff on September 21st, 2026, and authorization to proceed with removals was granted. Tree removals took place the week of September 21st, 2026. This memo is informational only and no City Council action is requested. 248 City Council Item October 12, 2026 Item Invitation to Boos & Brews on October 23 at Lake Drive Tap from Southwest Valley Alliance File No.Item No: K.4 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 249 Boos & Brews - SVA Invite 250 e TRIIIIY, tlCItlBER 23 s50 BUY NOW AT WWW.SVAMN.ORG I + + &I DRTNKS' I FOOD I STLENT AUCTTON I I I855I LAKE DRIVE E. CHANHASSEN tr v I 251 City Council Item October 12, 2026 Item Communications Quarterly Report File No.Item No: K.5 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Communications 3rd Quarter Report 252 Chanhassen Communications Impact Insights Q3 2026 · Quarterly Metrics Report July 1 –September 30, 2026 · Comparisons vs. Q2 2026 City of Chanhassen | ChanhassenMN.gov 253 Q U A R T E R A T A G L AN C E Q3 2026 Highlights 2Source: Granicus · Hootsuite · Google Analytics 4 (details on each section's slides) 16,467 EMAIL SUBSCR IBERS ▲0.5% vs. Q2 2026 23,263 SOCIAL FOLLOWE RS ▲11.4% vs. Q2 2026 2.36M SOCIAL IMPRESSIONS ▲119.7% vs. Q2 2026 74K WE BSITE ACTIVE USER S ≈ ▲37% vs. Q2 2026 Q UA R T E R IN B R IE F Social media numbers rose sharply this quarter, driven by the July 4 weekend, when the fireworks cancellation, the reschedule reschedule and the city's message to the community reached far more people than usual. Followers grew 11% and total engagemen an d total engagement nearly tripled from Q2. Email subscribers held steady (up 0.5%). The city sent 156 bulletins, up from 118 in t from 118 in Q2, and reached 12% more recipients; engagement rose to 63.1% from 61.6%. Website visits were up about a third fr Q2 , and about a third from Q2, led by the 4th of July page. om 254 E M AI L N E W SL E T T E R S Subscribers & Lists 3Source: Granicus (govDelivery); list counts as of Oct 5, 2026; Q2 2026 figures from the Q2 report 16,467 TOTAL SUBSCRIBERS ▲0.5% vs. Q2 2026 MOS T POP ULAR EMAIL LISTS (TOP 3 B Y SUBS CRIPTIONS) SUB SCR IPTIONS) Message from the Mayor 11,448 ▼1.0% vs. Q2 Chan-Happenings 6,742 ▲0.6% vs. Q2 Park & Recreation Programs 6,439 ▼1.8% vs. Q2 B ULLETINS S ENT BY M ONTH : Q3 2026 VS. Q2 2026 59 40 57 35 39 44 Jul vs. Apr Aug vs. May Sep vs. Jun Q3 2026 Q2 2026 156 bulletins this quarter (▲32.2% vs. 118 in Q2 2026) 255 E M AI L N E W SL E T T E R S Reach & Engagement 4Source: Granicus (govDelivery) Bulletin Reach & Engagement and Account Performance Report; open rates from Granicus Bulletin Detail Reports E NG AGE ME NT R ATE B Y MONTH : Q3 2026 VS. Q2 2026 63.4%63.5%62.3%62.0%61.2%61.6% Jul vs. Apr Aug vs. May Sep vs. Jun Q3 2026 Q2 2026 Quarter average: 63.1% vs. 61.6% in Q2 2026 495,461 TOTAL BULLETIN RECIPIE NTS, Q3 ▲12.0% vs. Q2 2026 (442,492) TOP OPEN R ATE S (% OF E MAILS OPENE D) 1. TH41/MMSW Intersection Improvements (July)87% 2. City Council Recap: September 14 (September)73% 3. 2027 City Pavement Rehabilitation Project Update Update (September)65% 4. Watch: This Week's Chan Check-In (September)61% 256 E M AI L N E W SL E T T E R S What People Are Signing Up For 5Source: Granicus Account Performance Report, Popular Topics among Subscribers FAS TE ST -GR OWING TOPICS B Y NET NEW SUB SCR IPTIONS (TRAILING 12 MONTHS ) +379 +387 +393 +448 +616 Chanhassen Connection Magazine 2050 Comprehensive Plan 2026 City Pavement Project 2027 Pavement Rehab Project Chan Check-In Trailing-12-month window (Oct 2025 –Sep 2026), not Q3 only. Granicus reports topic growth this way. 257 S O C I AL M E D I A: AL L P L AT F O R M S Q3 2026 vs. Q2 2026 6Source: Hootsuite Performance Highlights, all connected accounts (Facebook ×2, Instagram, X, LinkedIn, TikTok, YouTube, Threads) 23,263 TOTAL FOLLOWERS ▲11.4% (from 20,890) 2,533 NEW FOLLOWERS ▲206.7% (from 826) 875 POSTS PUBLISHED ▲23.6% (from 708) 2.36M POST IMPRESSIONS ▲119.7% (from 1,076,258) 148,382 TOTAL ENGAGE MENTS ▲187.4% (from 51,626) 398,017 VIDEO VIE WS ▲146.1% (from 161,744) 3,152 SHARES ▲155.0% (from 1,236) 3.98% AVG. ENGAGEMENT RATE ▲from 3.26% 258 S O C I AL M E D I A More Posts, and Engagement Kept Up 7Source: Hootsuite Performance Highlights and Multiple Networks Overview, Q3 2026 vs. Q2 2026 W H A T G R E W Posts published: +23.6% (708 → 875) Impressions: +119.7% (1,076,258 → 2,364,174) Engagements: +187.4% (51,626 → 148,382) Video views: +146.1% (161,744 → 398,017) A VE R A G E E NG A G E M E NT R AT E 3.26% → 3.98% (Rate = engagement per impression, averaged per post) W H A T TH IS ME AN S We posted 875 times this quarter, up from 708 in Q2. Engagement grew faster than posting, so the average engagement per post went up instead of continuing to fall. A large share of the quarter came from the July 4 weekend. The three most-engaged posts, all from July 4 and 5, account for about 41% of all engagements. Q4 totals will likely come down from this peak. 259 S O C I AL M E D I A Followers by Platform 8Source: Hootsuite Audience Growth and Multiple Networks Overview, Q3 2026 vs. Q2 2026 TOTAL FOLLOWE RS AT QUARTER END (CHANG E VS. Q2 2026) Facebook*13,962 ▲8.3% Twitter / X 3,540 ▲0.6% Instagram 3,187 ▲23.5% TikTok 949 ▲137.8% LinkedIn 936 ▲5.3% Threads 434 ▲5.3% YouTube 255 ▲25.0% *Facebook combines the City of Chanhassen and Chanhassen Parks & Recreation pages. YouTube: 62 subscribers gained, 11 lost. +2,533 NEW FOLLOWERS THIS QUARTER, ALL ALL PLATFORMS (▲206.7% VS. Q2) Every platform grew. Facebook is still the largest audience at 60% of the total. TikTok TikTok more than doubled, Instagram added added 607 followers and X added 21. 260 S O C I AL M E D I A Two Standout Stories 9Source: Hootsuite post performance (TikTok, Instagram, YouTube); Facebook's own analytics SKATE PARK REOPENING (SEP 21) Resident Robby Engelking tries out the renovated skate park T IK T O K 5,531 views · 226 likes (#2 post of the quarter) INST AGRAM 338 engagements (#2 post of the quarter) Y O U T U BE 318 views CIVIC CAMPUS PLAYGROUND (AUG 18) Reel announcing the Civic Campus playground is playground is open FACEBOOK VIEWS 24,679 F A C EB O O K IN T E R A C T I O N S 354, the most of any Reel this quarter 261 S O C I AL M E D I A Video Still Drives Engagement 10Source: Facebook's own analytics (City page), Jul 1 –Sep 30, 2026; Instagram's own analytics, last 90 days (about Jul 7 –Oct 4); TikTok via Hootsuite, vs. Q2 2026 FACEBOOK (CITY PAGE ) 54.2% of engagement came from Reels (photos: 38.7%) 56.8% of views came from people who don't follow the page INSTAGRAM 47.4% of views came from Reels (posts: 45.6%, 45.6%, stories: 6.9%) 49.4% of views came from non-followers (33% in (33% in Q2) TIKTOK 94,693 video views, up from 17,751 in Q2 2,064 profile views, up from 448 in Q2 262 S O C I AL M E D I A Top Facebook Posts 11Source: Hootsuite, ranked by likes & reactions (City of Chanhassen + Parks & Recreation pages); views from Facebook's own analytics 1 “A Message to Our Community” (Jul 4) The post shares an update on the search and recovery response at Lake Ann Ann following a fatal incident. 616 LIK E S & R E AC T IO NS 225,392 V IE WS 2 “July 4 fireworks rescheduled to July 23” (Jul 5)422 LIK E S & R E AC T IO NS 113,711 V IE WS 3 “4th of July parade” Reel (Jul 4)312 LIK E S & R E AC T IO NS 35,927 V IE WS 263 S O C I AL M E D I A Top Facebook Videos 12Source: Facebook's own analytics (City of Chanhassen page), Reels ranked by views, Jul 1 –Sep 30, 2026 1 “4th of July parade” (Jul 4)35,927 V IE WS 2 “Hope House ribbon cutting” (Aug 31)31,038 V IE WS 3 “Market Blvd Phase 2 update” (Jul 6)27,492 V IE WS Next in line: Civic Campus playground opening (24,679 views) and Avienda: your questions answered (20,398). 264 S O C I AL M E D I A Top Instagram Posts 13Source: Hootsuite, Instagram, ranked by engagements, Jul 1 –Sep 30, 2026 1 “A Message to Our Community” (Jul 4) The post shares an update on the search and recovery response at Lake Ann Ann following a fatal incident. 737 E NG AG EM E NT S 2 “Skate park: Robby Engelking gives it a try” (Sep 21)338 E NG AG EM E NT S 3 “Go Storm! Homecoming Parade” (Sep 25)304 E NG AG EM E NT S 265 S O C I AL M E D I A Top Instagram Videos 14Source: Hootsuite, Instagram video views, Jul 1 –Sep 30, 2026 1 “Go Storm! Homecoming Parade” (Sep 25)6,518 V IE WS 2 “4th of July parade” (Jul 4)6,269 V IE WS 3 “Skate park: Robby Engelking gives it a try” (Sep 21)5,113 V IE WS Next in line: July 4 Celebration wrap-up (4,112 views) and Avienda: your questions answered (3,532). 266 S O C I AL M E D I A Top Twitter / X Posts 15Source: Hootsuite, X, ranked by engagement rate 1 “Avienda development update” (Aug 21)13.12% E NG . R ATE 2 “City Council Recap” (Sep 30)12.57% E NG . R ATE 3 “City Council Recap” (Sep 16)11.56% E NG . R ATE 267 S O C I AL M E D I A Top TikTok Posts 16Source: Hootsuite, TikTok, ranked by likes 1 “Xfinity movie night kicks off the 4th of July Celebration” (Jul 1)1,163 LIK E S 28,557 V IE WS 2 “Skate park: Robby Engelking gives it a try” (Sep 21)226 LIK E S 5,531 V IE WS 3 “Avienda: your questions answered” (Sep 4)212 LIK E S 6,181 V IE WS Account totals, Q3: 94,693 video views · 2,958 likes · 2,064 profile views. 268 S O C I AL M E D I A Top YouTube Videos 17Source: Hootsuite, YouTube, ranked by video views 1 “Avienda Apartments update” (Sep 17)1,191 V IE WS 2 “Avienda: your questions answered” (Sep 4)990 V IE WS 3 “Leaves and yard waste PSA” (Sep 22)979 V IE WS Channel totals, Q3: 11,636 video views (5,538 in Q2) · 255 subscribers. 269 S O C I AL M E D I A Top LinkedIn Posts 18Source: Hootsuite, LinkedIn, ranked by reactions; views are LinkedIn impressions 1 “Community Center groundbreaking” (Sep 1)58 R EACT I O NS 1,920 V IE WS 2 “Annual staff gathering” (Aug 31)52 R EACT I O NS 1,932 V IE WS 3 “Comms team wins six Northern Lights Awards” (Jul 17)40 R EACT I O NS 1,144 V IE WS Posts about city staff and milestones led again. Post engagement rate: 9.79% this quarter (5.25% in Q2). 270 C H A N H A S SE N M N . G O V How People Find Us on Google 19Source: Google Search Console monthly performance reports, ChanhassenMN.gov (whole site) JULY 29.3K CLICKS FRO M GOOGLE 367K impressions AUGUST 13.2K CLICKS FRO M GOOGLE 286K impressions SEPTEMBE R 11.9K CLICKS FRO M GOOGLE 281K impressions TOP SE ARCH ES TH AT LED TO TH E S ITE JUL Y “chanhassen 4th of july” july”2.32K “chanhassen fireworks” fireworks”1.31K “city of chanhassen”1.29K AUGUST “city of chanhassen”806 “chanhassen rec center” center”213 “avienda chanhassen”196 SEPT EMBER “city of chanhassen”844 “chanhassen rec center” center”225 “city of chanhassen jobs” jobs”188 Q3 TOTAL 54.4K clicks from 934K impressions 68% of Q3 clicks came from phones Clicks: times someone clicked through through to ChanhassenMN.gov from from Google. Impressions: times the the site appeared in results. Search Console is new to this report, so there is no prior comparison. 271 C H A N H A S SE N M N . G O V Website Performance 20Source: Google Analytics 4, Jul 1 –Sep 30, 2026; Q2 figures from the Q2 2026 report 74K ACTIVE USERS ≈ ▲37% vs. 54K in Q2 226K PAGE VIEWS ≈ ▲33% vs. 170K in Q2 137K SESSIONS ≈ ▲36% vs. 101K in Q2 1m 08s AVG. ENGAGEMENT TIME ≈ ▼16% vs. 1m 21s in Q2 38K views of the 4th of July Celebration page, the most- visited page this quarter (12K in Q2). visited page Active users: unique people, counted once. Sessions: total visits, incl. returns. Page views: every page load, incl. repeats. 272 C H A N H A S SE N M N . G O V Most Visited Pages & Where Traffic Comes From 21Source: Google Analytics 4 Reports Snapshot and Acquisition Overview, Jul 1 –Sep 30, 2026 #Page Views 1 4th of July Celebration 38K 2 Home 23K 3 Weather Updates 7.8K 4 Avienda 7.7K 5 Recreation Center 5.1K 6 City Staff 3.9K 7 Search 3.9K GA4 snapshot lists 7 pages. Weather Updates and Avienda are new to the list this quarter. SE SS IONS B Y SOURCE , Q3 2026 Google organic search 75K Direct 27K GovDelivery email 13K Bing organic 5K Facebook referral 3.9K GovDelivery email drove about 13K sessions, up from 9.5K in Q2. Email is still the website's #3 traffic source. 273