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2021 10 25 Agenda and Packet
A.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower 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. A.1 Fire Department Staffing Plan A.2 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Invitation to Halloween Party, October 30 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 Minutes dated October 11, 2021 D.2 Receive Planning Commission Meeting Minutes dated October 5, 2021 D.3 Receive Senior Commission Minutes dated September 17, 2021 D.4 Receive Economic Development Commission Minutes dated September 14, 2021 D.5 Receive the Environmental Commission Minutes dated September 8, 2021 AGENDA CHANHASSEN CITY COUNCIL MONDAY, OCTOBER 25, 2021 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.6 Approve Claims Paid October 25, 2021 D.7 Approve a Development Contract for Site Grading - Erhart Farm (Black Cherry Development, LLC) D.8 Approve a Massage Therapy Business License for Spalon Montage D.9 Resolution 2021-XX: Authorize Contract for Design Services for the 2022 Street Improvement Project D.10 Resolution 2021-XX: Accept a Donation from T-Mobile for October 2021 Halloween Party D.11 Resolution 2021-XX: Power Hill Park Trail Repairs D.12 Resolution 2021-XX: Approve Purchase of 2021 Microsoft Office365 User Licenses D.13 Approve a Request for an Amendment to Interim Use Permit (IUP) to Amend the Completion Deadline, Haul Route and Storage Area as Part of the Wetland Modification for Black Cherry Development 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 F.1 Monthly Fire Department Update with Response Data from September F.2 Law Enforcement Update for September G.PUBLIC HEARINGS G.1 Resolution 2021-XX: Certification of Delinquent Sewer and Water Accounts to the County Auditor H.GENERAL BUSINESS H.1 Consider a Request for Preliminary Plat Approval for Avienda Townhomes H.2 Resolution 2021-XX: Consider Lease Program with Enterprise Fleet Management for City Fleet H.3 Review Impact of Franchise Fee on the Financial Sustainability of the City’s Pavement Management Program I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS 2 K.CORRESPONDENCE DISCUSSION K.1 Census Results K.2 Fringe Business District Reclassifying Conditional Uses as Interim Uses Next Steps K.3 Letter of Support for HF 1544 L.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the 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.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to the meeting. 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. 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 Houlihan's, 530 Pond Promenade in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item October 25, 2021 Item Fire Department Staffing Plan File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Don Johnson, Fire Chief Reviewed By SUGGESTED ACTION Discussion for Budget Consideration Motion Type N/A Strategic Priority Operational Excellence SUMMARY Fire Chief Don Johnson will provide an overview of Fire Department trends, call volumes, and staffing issues. BACKGROUND DISCUSSION BUDGET RECOMMENDATION No action required. 4 ATTACHMENTS Fire Department Staffing PowerPoint Presentation 5 Fire Department Staffing Council Workshop October 25, 2021 6 Our Goals Since the early 2000s we have made adjustments to the Paid on Call (POC) model to meet community demands and recruit/retain firefighters. This varies widely by region/state. Goal is maintain POC model because we value the community building aspect and the cost efficiency Goal to ensure consistent, stable response to the community regardless of time of day 7 2002 • Start Duty Crews • Friday and Saturday Evenings • 6p – 12p 2014 • Reduce shifts to 4 hours and add a day • Wed/Thu/Fri 2018 • Add a permanent Tuesday Shift • Add Monday Shift when no training scheduled 8 2019 • Start Weekend Staffing from 8a-4p • Started Day Only Staffing Model 2020 • Add 10p-6a coverage, 7 days a week 9 Current Staffing 36 Part Time, Paid on Call (POC) Firefighters 2 POC Assistant Chiefs 8 POC Captains (Staffing calls for 9 but one position currently vacant) 26 POC Firefighters 4 Full Time Staff Fire Chief Assistant Chief/Fire Marshal Admin Specialist/Firefighter Code Enforcement Specialist/Firefighter 10 Good Standing Requirements Calls responded to under the “station” do not count against the firefighter for pension credits Current Good Standing Requirements Firefighter (1) overnight Shift and (3) 4-hour duty crew shifts a month - $14.09/hr Captains (3) overnight shifts and (2) 4-hour duty crew shifts a month - $16.45/hr POC A/Chiefs – 10 Duty Officer Shifts a month requiring response - $25/day + $17.51/hr for calls In addition to duty crew/duty officer assignments, POC staff are required to make 20% of general alarms 11 Current Duty Crew Schedule Duty Crew Shifts Monday – Friday, 10p – 6a Monday – Fridays 6p-10p Saturday – Sunday 8a – 4p Approximately 14,000+ hours on an annual basis 3 Person Shifts consisting of a Right Front Seat, a Fire Apparatus Operator, and a firefighter is standard crew. This should be considered “minimum” staffing based on response to serious calls. (P/I accident/cardiac incidents/fires) RFS = Captain or a senior FF with certification for the position FAO = Requires specialized training and tenure due to equipment 12 Day Scheduling The “Station” is put in service for day time calls from 8a-4p, Monday – Friday. Primary Response is from the (4) Full Time Staff Large shift in daytime availability of POC A significant amount of the POC FFs work traditional shifts Significant calls during this time will be upgraded to General Alarm in hopes some POC staff are available Response times for significant calls (cardiac, car accidents, fires) requiring an engine may be delayed depending on location of FT staff when call comes in 13 Hour of Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1a 2a 3a 4a 5a 6a 7a 8a 9a 10a 11a 12p 1p 2p 3p 4p 5p 6p 7p 8p 9p 10p 11p General Alarms Only - 165 Call Responses (20.6%) Day Only Response - General Alarms for Significant Calls Duty Crew Staffing - Crew of 3 165 Calls for Service (20.1%) 10p-6a 98 Calls for Service (12.3%) 128 Calls 16% Sa/Su 244 Total Calls For Service (30.5%) 206 Station Only -38 General Alarms 2021 Call Breakdown – January - September 14 Calls by Day of Week 15 Calls by Time of Day 16 Additional Call Data 17 Calls by Type 18 Areas of Concern Day Staffing and Call Response Staffing Availability for Day Response has changed dramatically impacting 10 or more Personnel in only a few short months (2) Retired (30 years, 11 years) (2) Resigned after getting Full Time Public Safety Jobs (scheduling conflicts) (1) Extended Military Leave – New Public Safety Job and likely moving (1) on Extended Leave for New Full Time Public Safety Position – Low probability of return (4) had job changes that put them back in an office or traveling for work An average call takes approximately 1 hour to respond/return/report 30% of call load is daytime calls Fire Chief and Fire Marshal have significant responsibilities outside of call response (80% administrative work positions) CES will have significant responsibilities outside of call response Admin/Firefighter position has responsibilities outside call response 19 Areas of Concern (cont.) Day Staff Impacts Day Staffing Shortage impacts – Concerns about Retention Difficult to accommodate time off for full time personnel Time Balancing for salaried employees is difficult as response is impacted Attending conferences and required training is difficult as response is impacted Overtime mandatory for hourly (admin/CES) as balancing takes them out of response Vacations need to be coordinated to ensure response with no fall back for unscheduled absences Even one FT being absent/off impacts response More dependence on Mutual Aid Less predictable / Delayed response Chaska Fire has 5 FT staff, primary partner Eden Prairie is fully staffed during the day Difficult to reciprocate 20 Areas of Concern (cont.) Gaps in Day Time Coverage Hours of 6am – 8am, M-F are especially problematic. Recent fire response example City recognized Holidays are a major concern without a good solution at this time Attempting to cover with POC paid at a higher rate Hours of 4p – 6p, M-F not covered but draws some additional staffing from the POC group POC staff not available for day time duty crews (traditional work hours and FLSA Issues) 21 Day Coverage Options Daytime Duty crew with Existing POC Hire PT Firefighters for day response Add FT day responders Current POC staff have proven NOT to be available for these hours by call response Market rate is $28-$30 per hour. Pay discrepancy would create inequity between POC and PT. 2 FT could cover 4 days per week Additional requirements could drive turnover. Would expect high turnover and training costs Supports continuation of POC model by filling in gaps. Need a minimum of 5 PT to cover hours. 22 Phase 1 Hire (2) daytime firefighters and place on non-traditional 10 hour schedule to address gaps and inadequate day coverage. Work M,Tues,Thu,Fri from 6a – 4p Wednesday would be covered by current full time staff only Chief, Asst. Chief, Admin FF, and CES Supervised by on duty day shift supervisors Improve service levels to the community and expand medical response to match evenings Assign inspections and public education responsibilities Improve vehicle maintenance and readiness 23 Current Service Level Considerations Adding day response staff would; Match service response levels to the community comparable to the evenings Add response only staff on day hours with adequate back up for major incidents from full time staff Provide better service towards annual commercial fire inspections and construction inspections as things begin to surge Provide stable, adequate staffing to day response that can absorb routine absences Increase our ability to support Community Risk Reduction programs such as school visits, employee CPR and Fire Extinguisher Training within the business community without impacting response Under new procedures, release L/E from more medicals during covered hours 24 Phase 1 Coverage Hour of Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday 0 1 2 3 4 5 6 7 8 9 10 11 12 1p 2p 3p 4p 5p 6p 7p 8p 9p 10p 11p General Alarms Full Time Staffing Coverage POC Duty Crew Staffing - Crew of 3 Full Time Day Staff 25 Phase 1 – Budget Impacts (2) x benefitted salary of $97,262 (Step 2 of Range 16 from McGrath Study) = $194,524 Promotional opportunity for current POC firefighter with experience Would require driver qualifications to be considered ARPA $ may be a viable option for the next two years 26 Phase 2 • Add 2 Response Captains • Switch 4 response personnel to 12 hour days • 6a – 6p Phase 3 • Add a Captain and a Firefighter • Switch Response staff to 24/7 crew of 2 Phase 4 • Add 3 Battalion Chiefs to 24/7 27 Phase 2 Trigger – Continuation of gap coverage (4-6p, M-F and Weekends 6a-8a, 4p-6p – 11 City Holidays). Hire (2) Captain Supervisors and change work schedule for all (4) positions to 12 hour shifts, 7 days a week from 6a – 6p (POC covers 6p – 6a) 84 hour pay periods (known as Kelly work schedule). Look to short shift with other day responders on a regular basis to maintain 80 hours. Work in teams of (2) with one captain and one firefighter Day staff provide coverage during week and look at POC filling 3rd seat on weekends Extremely desirable position for many and would be an internal promotion with current POC Due to hiring internally, full time staff can return for call back on major incidents 28 Phase 2 – Budget Impacts (2) at benefitted Salary of $121,973* = $244,000 (Step 2 of McGrath Grade 20) $22,000 reduction to POC budget as shifts move towards the weekend Propose in 2023 budget preparation *2021 Rates 29 Phase 2 Coverage Hour of Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday 0 1 2 3 4 5 6 7 8 9 10 11 12 1p 2p 3p 4p 5p 6p 7p 8p 9p 10p 11p General Alarms Full Time Staffing Coverage Day Staff POC Duty Crew Staffing 30 Phase 3 Trigger – Supervisory (captain) position vacancies are creating major gaps in supervisory coverage on the POC duty crew shifts. Hire an additional Captain and firefighter and split crew into traditional fire schedule of 3 - 24 shifts with a crew of 2. POC would have access to the 3 rd seat on the shift Day staff supplement shift during week POC fill 3rd seat on nights and weekends Infrastructure in place to support expansion Hiring and retention stabilize with experienced first response 24/7 POC used for sick, vacations, and short term vacancies at higher rate 31 Phase 3 Coverage Hour of Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday 0 1 2 3 4 5 6 7 8 9 10 11 12 1p 2p 3p 4p 5p 6p 7p 8p 9p 10p 11p Full Time Coverage - Crew of Two + Day Staffing POC Fills 3rd Seat 32 Comparable Cities Chaska Stillwater Savage Shakopee Currently has 5 Full Time during day. (Chief, Fire Marshal, Admin, 2- FF/FI) Full time FFs/Fire Captains 24/7 3 F/T Captains and 3 F/T Firefighters working 24/7 augmenting with POC for 3rd seat. (Phase 3 5 Full Time Firefighters during the day with POC from 4p – 8a requiring 36 hours of shift work Tentative adds F/T Asst Chief, F/T Deputy Fire Marshal, (3) 24/7 Captains, Overnight Duty Crews Small contingency of POC for major incidents Tentative moving to hire 1 FT Firefighter and splitting to team of 2 on 24/7 with POC filling 33 Phase 4 Trigger – POC staffing not adequate to manage 3 rd seats and temporary vacancies. Call volumes continued to increase and full time staff unable to manage without 3rd seat on a regular basis. Hire (3) full time shift firefighters and assign one to each team. POC would be used for call back and filling vacancies at current full time rate. Full Time staffing would be at 9 response firefighters with a contingency of POC. 34 Phase 5 Trigger – POC Tactical Supervision not adequate for the schedule. Eliminate POC Assistant Chief positions and hire (3) Battalion Chiefs and assign to a shift. Stable 24/7 tactical supervision Assign administrative duties to this position Can work shift assignment to control O/T and manage short term vacancies 35 City Council Item October 25, 2021 Item Future Work Session Schedule File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: November 8 (5:00 pm start) 1. General Fund & Property Tax Supported Funds Discussion November 22 1. Enterprise and CIP Discussion 2. Discuss High Performing Policing Workshop and Carver County Sheriff's Office Contract December 13 January 10, 2022 36 1. Facilities Study Presentation and Discussion BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 37 City Council Item October 25, 2021 Item Invitation to Halloween Party, October 30 File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Coordinator Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY Invitation to the Halloween Party The City of Chanhassen, with the support of our local Community Event Sponsors, is proud to announce the fourth and final community event in 2021 - our 37th annual Halloween Party! Join us on Saturday, October 30 for an evening of fun. Children 12 and under are invited to participate in a wide variety of activities, including trick-or- treating, carnival games, hayrides, crafts, a live magic show performance and more! We invite all area residents, their families, and friends to join us at the Chanhassen Recreation Center from 5:30-7:30pm. Register online at www.chanrec.com/Halloween or in person at the event. The fee is $6 per child ages 2-12 and covers all activities. Adults and children 1 & under are free. BACKGROUND 38 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 39 City Council Item October 25, 2021 Item Approve City Council Minutes dated October 11, 2021 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Minutes dated October 11, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS October 11, 2021 City Council Meeting Minutes 40 October 11, 2021 City Council Work Session Minutes 41 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES OCTOBER 11, 2021 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, Councilman Campion, Councilman McDonald, Councilwoman Rehm, and Councilwoman Schubert. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Kelly Strey, Finance Director; Ari Lyksett, Communications Manager; Don Johnson, Fire Chief; Kate Aanenson, Community Development Director; Jerry Ruegemer, Park & Recreation Director; Kim Meuwissen, City Clerk; and Andrea McDowell Poehler, City Attorney. PUBLIC PRESENT: MN State Representative Greg Boe 1846 Plymouth Lane Ryan Quade 6354 Oxbow Bend Mayor Ryan asked the City Council if there were any modifications or additions to the agenda. There were no changes to the published agenda. PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilman McDonald moved, Councilman Campion seconded that the City Council approve the following consent agenda items pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated September 27, 2021 2. Receive Planning Commission Minutes dated September 21, 2021 3. Receive Park and Recreation Commission Minutes dated August 24, 2021 4. Approve Claims Paid October 11, 2021 5. Approve a Request to Amend Conditional Use Permit (CUP) 88-17 to Expand an Existing Outdoor Storage Area at 7851 Park Drive (Lakeshore Equipment) 6. Resolution 2021-57: Approve 2022 Service Agreement for Joint Assessment with Carver County Assessor 7. Resolution 2021-58: Approve Replacement of Fire Department Self Contained Breathing 8. Resolution 2021-59: 2021 Fleet Purchase 42 City Council Minutes – October 11, 2021 2 All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. 1. Representative Greg Boe State Representative Greg Boe, representing District 47B which is a good portion of Chanhassen, Victoria, and all of Chaska, shared a summary of the 2021 legislative session with the City Council, stating they finished the annual budget on time as it needs to be done by July 1 and got it done without any tax increases. The Statewide education budget was also passed and increased spending for the education system by 4.45% which is the largest increase in 15 years, also without a tax increase. Mr. Boe noted they also ended the peacetime emergency powers; he thinks that is important because he is a big believer in local control. He continues to work for small businesses as many are struggling to find and retain adequate work force and keep their head above water after the negative impact of Covid-19. He asked the public to continue to support local businesses, bars, restaurants, and all types. Mr. Boe stated there were many efforts in the last year to restrict law enforcement and their ability to do their jobs. He is pleased to say that some of the most onerous language was not passed, but there were also some bills that should have passed and did not. One bill called for an increase in penalty for anyone committing a crime with a gun for the benefit of a criminal gang which did not pass, and another called for an increase in penalty for anyone caught with a gun who is not legally allowed to have a gun which also did not pass. Mr. Boe said many of the border communities are struggling as surrounding states are hesitant to send law enforcement into Minnesota on a joint response request because of the problems in Minnesota, the laws they have and the laws they are not passing. He wants to be sure they continue to support their law enforcement. Mr. Boe highlighted bills he co-authored this year including funding for Highway 212 and House File 1544 which is on the bonding tour stop. 2. Joe McLellan Citizen Action Request Mayor Ryan noted they will enter the Citizen Action Request into the record and Staff will follow up. 3. Mark Schmidt Citizen Action Request Mayor Ryan noted they will enter the Citizen Action Request into the record and Staff will follow up. 4. Ryan Quade has been a resident since 2018 and said boat storage brings him before the City Council tonight. He has had a boat since he could drive, and has lived in Mound, Orono, and other areas across the west metro. He has always had the ability to store his boat outside and struggles with the decision and current law in place regarding boat storage where it is required to be on the side of the home. He has had discussions with neighbors and they do not understand why it could be stored to the side of one’s home versus in the driveway. He would ask the City 43 City Council Minutes – October 11, 2021 3 Council to reconsider the decisions as it relates to the parking of the boat and to at least allow it for the summer season. PUBLIC HEARINGS. None. GENERAL BUSINESS. 1. Appoint Youth Commissioner to Environmental Commission and Park and Recreation Commission Mayor Ryan noted Youth Commissioners provide a different and valuable perspective to these Commissions. Tonight they interviewed candidates for the positions and both are great young ladies. Councilwoman Schubert moved, Councilman McDonald seconded that the Chanhassen City Council appoint Julia Adams as the Youth Commissioner to the Environmental Commission for a term ending August 31, 2022; and that the Chanhassen City Council appoint Alexandra Jerdee as the Youth Commissioner to the Park and Recreation Commission for a term ending August 31, 2022. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. None. CORRESPONDENCE DISCUSSION. 1. Economic Development Commission (EDC) and Urban Land Institute (ULI) Summary Memo 2. 2021 Building Permit Activity September Year to Date Councilman Campion moved, Councilwoman Schubert seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 7:18 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 44 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES OCTOBER 11, 2021 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilman McDonald, Councilman Campion, and Councilwoman Schubert. COUNCIL MEMBERS ABSENT: None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Kelly Strey, Finance Director; Ari Lyksett, Communications Manager; Don Johnson, Fire Chief; Kate Aanenson, Community Development Director; Jerry Ruegemer, Park & Recreation Director; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Wong Nystrom, Enterprise Fleet Management. INTERVIEW ENVIRONMENTAL COMMISSION YOUTH APPLICANTS Applicants Alexandra Jerdee and Julia Adams were interviewed with the City Council for the newly created Environmental Commission Youth position. DISCUSS LEASE PROGRAM WITH ENTERPRISE FLEET MANAGEMENT Laurie Hokkanen introduced Wong Nystrom from Enterprise Fleet Management who will be giving the presentation tonight. She referenced the staff report and that this concept could address several current issues such as: • Strategic Priorities: Asset Management, Financial Sustainability, and Operational Excellence • Supply Chain Issues • Reduce Administrative Staff time • Identify an effective vehicle life cycle that maximizes potential equity at time of resale creating annual savings • Reduce need for maintenance to the fleet • Improve fuel economy • Improve fleet safety for the operators and the public • Provide a lower sustainable fleet cost that is predictable year over year Mr. Nystrom presented information on a vehicle lease program that would help the city address these current issues. Enterprise Fleet Management is one of the vetted fleet services providers and are part of the member for the Association of Minnesota Counties and they sponsor the Minnesota Sheriff’s Association, both for about 12 years. They provide services to over 50 cities and counties alone in Minnesota and 1,700 nationwide and have been providing fleet services since 1967. Enterprise is the largest fleet management company in North America. 45 City Council Work Session Minutes – October 11, 2021 2 Mr. Nystrom shared a slide showing an example of the total cost to buy and hold a typical Public Works ¾-ton pickup truck. This $32K vehicle ends up costing over $64K over the life of the vehicle. Enterprise finds the right vehicle and the right life cycle for that vehicle. At some point maintenance expense goes up and you lose fuel economy degradation (.3 miles to the gallon after the fourth year). He referenced the old adage of buying a vehicle and running it into the ground for 10 years and that they found it not to be cost effective. An effective vehicle life cycle will provide savings and safety at the right time. Key observations include: • Depreciation/year declines over time • Running costs of fuel and maintenance increase gradually over time • Mandated MPG efficiencies reward staying on technology wave Mr. Nystrom explained the difference between an open end lease and a closed end lease (typically what you see on TV). A closed end lease has mileage restrictions, wear and tear charges, set terms, etc. Enterprise provides an open end lease that can be customized to fit the City’s needs. Mr. Nystrom presented a slide showing the City’s fleet profile of 61 vehicles with an average age of 10.6 years combined and an average mileage of 5,100 miles. Enterprise is recommending replacing 32 vehicles for 2022 because the City has 32 vehicles that are over 10 years old. Council discussion followed which included the following questions and comments: • Are employees were asking for safety features? Howley responded that staff does like the safety features and available add-ons. Mr. Nystrom stated that our vehicles are not unsafe. They are maintained well and the City’s mechanics are very thorough. Newer vehicles provide improved safety design with updated technology. • Council discussed vehicles low actual miles, renting vehicles that don’t get much use, and what happens with the vehicles after the City is done with them. Mr. Nystrom presented a slide on Fleet Planning Analysis. He recommends moving from a 12-year cycle to a 4-year cycle. Shortening the lifecycle of the vehicle would improve resale, and lower maintenance costs. The vehicles would only need routine maintenance. Vehicles would be replaced before they needed tires. The recommendation is to get rid of all 10- year-old vehicles. • Council questioned leased equity and if the proposed 4-year lease cycle is specific to Chanhassen. The answer is yes. • Will the City continue to perform the maintenance? Mr. Nystrom said yes because there is less maintenance required because the vehicles are less than four years old and we already have a maintenance shop and staff available to perform routine maintenance. • Wil insurance costs differ by leasing? Mr. Nystrom replied that he could answer that because he is not an insurance agent. • Has a cost analysis has been performed between gasoline and electric vehicles? Nystrom replied that currently it is not financially feasible nor is the infrastructure ready yet for electric vehicles. • What are the current issues with sourcing vehicles? Mr. Nystrom replied that it is a challenge, but Enterprise can source vehicles faster without waiting because they can 46 City Council Work Session Minutes – October 11, 2021 3 order vehicles right when the order banks open. By waiting until December, January, or February, there will not be any vehicles left. • What are the next steps – Do we get started in 2022? Hokkanen replied there are unique circumstances with resale prices being so high right now during COVID and that it makes sense to move forward in 2022. Council could direct Mr. Nystrom to meet with Mr. Howley and our fleet staff to do a deeper dive and then come back at our next meeting with updated information. If the City wants to participate in the lease program with Enterprise in 2022, it would probably need to be approved by the City Council in November. We could also put it on a different schedule and consider implementing it next year. • How would this program impact the current budget and CIP? Hokkanen replied it would have a positive impact on the CIP and make it more stable and predictable. Strey added that the impact would be positive in meeting the financing gap in that fund. This would take pressure off of future tax levies. • How many vehicles could be replaced in 2022? Mr. Nystrom stated vehicles are available now, but is not sure what will happen in 30 days. It takes about six to nine months to get a vehicle right now. The supply chain issue is not going to go away for the foreseeable next two years. • Would the City or Enterprise would be selling our 32 used vehicles and who would facilitate the sales? Mr. Nystrom said they could be sold by either the City or Enterprise. Strey commented that we retain a lot flexibility by being able to choose the best option. We might want to have our staff take some of them to auction and Enterprise can take the other ones that make sense for them to sell. • Is the danger of waiting that the supply would be limited and the resale price will go down? My Nystrom confirmed this statement. Howley commented that the pickup truck on tonight’s Consent Agenda was the first pickup truck that could be ordered since the 2021 CIP was approved last December. Enterprise has the buying power to leverage, the City does not and the situation will only get worse. Staff believes this is a good option to pursue right now. • Strey commented that she ran this proposal past our consultant at Ehlers to make sure that it made financial sense to them, and it did. • Is Enterprise peerless or do they have any competition. Mr. Nystrom responded that Enterprise is the RFP winner through the government entity Sourcewell. They are the largest in the country at working not only with commercial but also with government entities. • Hokkanen was asked what the process was in Plymouth and she replied that they were in the process of implementing it when she was leaving the city. • If the City approves this program does it have to go through an RFP? Hokkanen stated that process has already been satisfied through the Sourcewell contract. • Has the City looked at the competition? Hokkanen responded that the city could conduct an RFP but doesn’t believe we could get a better deal than the large national RFPs. She replied that she could reach out to Sourcewell to see other responses to the RFP. Mr. Nystrom suggested contacting the State of Minnesota Leasing Program. No one else does what Enterprise does to the level that they do it at. • Concerns were voiced about the total impact to the bottom line effects of the budget and requested assurances from staff that this is the best deal. 47 City Council Work Session Minutes – October 11, 2021 4 • Council requested that Mr. Nystrom prepare real numbers to bring back for the next step as well as asking staff to provide assurances that this is the best deal for the City. Mayor Ryan recessed the work session at 7:01 p.m. Mayor Ryan reconvened the work session at 7:25 p.m. DISCUSS A REQUEST TO CONSIDER LAND USE AMENDMENT AND REZONING FOR WESTWOOD CHURCH PROPERTY Kate Aanenson provided information about a Land Use Amendment and Rezoning that Westwood Church was considering to permit senior co-op (80-100 units) and senior rental (80- 100 units) housing on their property as well as expansion of the existing Hope House facility. Aanenson reviewed the history of the site as well as provided reasons for both Council consideration and denial. If the Council is interested in moving forward with this request, Aanenson provided the following options: • Explore one or both projects • Allow developer to schedule neighborhood meeting to explore community reaction • Return to City Council with concept plan and opportunity for City Council to hear from neighbors: o If still interested in moving forward, make formal application(s) o A unique PUD zoning would have to be created o Traffic analysis will need to be evaluated Mayor Ryan asked Council for their comments on willingness to make a change to the Comprehensive Plan Land Use Amendment, neighborhood meeting, and pursuing one or both projects. Council concurred that Westwood Church should conduct a neighborhood meeting to get input from the residents. DISCUSSION OF CONDITIONAL USES VERSUS INTERIM USES IN THE FRINGE BUSINESS (BF) DISTRICT Kate Aanenson shared a PowerPoint Presentation on the BF Zoning District which currently allows conditional uses which run in perpetuity with the property. With Highway 101 opening this area will be a gateway from the southern end of the city. The current uses in the BF District conflict with the City’s long-term vision for the area, and they may not develop at the highest and best uses. The City is proposing rezoning this district to eliminate conditional uses and replace them with interim uses. By allowing conditional uses that conflict with the City’s long- term vision for the area, these properties may not develop at the highest and best uses. Aanenson referenced the Highway 61 Corridor Study which focused on the properties in this district. The purpose of the rezoning would be to eliminate the Conditional Use Permits and only allow Interim Use Permits. Mayor Ryan asked for Council input regarding the rezoning of this property. The Council provided direction to staff to move forward with the rezoning. 48 City Council Work Session Minutes – October 11, 2021 5 REVIEW OF THE CHANHASSEN COMPENSATION POLICY MANUAL AND 2021 AND 2022 PAY PLAN Mayor Ryan provided background on previous discussions on what is being proposed and indicated that this is the most significant part of the budget increase for 2022 and directly impacts the levy. Laurie Hokkanen provided a short introduction of what has been accomplished since the last time the City Council discussed this item, including where employees commute from and the cost of employee turnover. Hokkanen provided a comparison of how our former system compared to what some of our competitors would have and what we might be going to. Kelly Strey reviewed the proposed plan which would move the City to a performance-based step and grade system with 19 pay grades and 9 steps from minimum (hiring) salary to maximum. Council discussion followed which included the following questions and comments: • Provide clarification between the COLA and the step increases and if the Council has annual discretion to adjust the COLA. • Is the COLA amount tied to an index? • Discussed the need for public input and the effects this plan would have on the 2022 budget, and that they should wait until after the December 13 Truth-in-Taxation public hearing before making a decision. Adopting the plan before the December 13 public hearing would be premature. • Does approving the policy component of the plan provide reassurance to staff that Council is supportive without tying it to the numbers? COLA and step numbers could not be included in that option. • Could it be established as a guideline with Council’s discretion to adjust it or is what is being proposed locking it into stone? • Asked for clarification of getting the employees on the step program and the Council controlling the annual COLA adjustment. • Are there cases where the step is equal to the COLA? • Could the Council use discretion to determine a percentage of the step each year? • What are the advantages of waiting until December 13 to vote on this item? FUTURE WORK SESSION SCHEDULE The meeting adjourned at 9:16 p.m. Submitted and prepared by Kim Meuwissen City Clerk 49 City Council Item October 25, 2021 Item Receive Planning Commission Meeting Minutes dated October 5, 2021 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jean Steckling, Sr. Admin Support Specialist Reviewed By Jean Steckling SUGGESTED ACTION Receive Planning Commission meeting minutes dated October 5, 2021. Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission Meeting Minutes dated October 5, 2021 50 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES OCTOBER 5, 2021 CALL TO ORDER: Vice Chairman von Oven called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Laura Skistad, Eric Noyes, Mark von Oven, Erik Johnson, Doug Reeder, and Kelsey Alto. MEMBERS ABSENT: Steven Weick. STAFF PRESENT: Kate Aanenson, Community Development Director; Erik Henricksen, Project Engineer. PUBLIC PRESENT: Edgar Crespo 7205 Hazeltine Boulevard Robert Billiet Mid MN Septic Services Mark Nordland Level 7 Development Vice Chair von Oven reviewed guidelines for conducting Planning Commission meeting. PUBLIC HEARING: CONSIDER A REQUEST FOR A SEPTIC SYSTEM VARIANCE ON PROPERTY LOCATED AT 7205 HAZELTINE BOULEVARD Community Development Director Aanenson gave a presentation, noting the property is zoned residential, is a non-conforming lot, and has a septic system 10 feet from the property line and 20 feet from the dwelling. There are disturbed soils on the site and the septic system is failing. The proposed project is to install a Type IV septic system utilizing a pre-treatment; the justification for the variance is that the existing septic system is failing, the topography limits the viable locations, the required setback limits the viable locations, and the disturbed soils location affects where it can be placed. Staff recommends approval of the variance. Commissioner Reeder asked if there is access to City services. Ms. Aanenson replied no, there is no ability to connect to City services. Commissioner Skistad asked what the lot size requirement is for a well and septic within the city. Ms. Aanenson replied typically they are 2.5 acres, although there are some smaller lots that have well and septic. Commissioner Skistad asked if they know when sewer and water will be available in this area. 51 Planning Commission Minutes – October 5, 2021 2 Ms. Aanenson does not know when it would extend down the corridor. Vice Chair von Oven opened the public hearing. Vice Chair von Oven closed the public hearing. Commissioner Johnson moved, Commissioner Reeder seconded that the Chanhassen Planning Commission recommends that the Chanhassen Board of Appeals and Adjustments approves the variance request to utilize a Type IV septic system, subject to the conditions of approval and adopts the Findings of Facts and Decision. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: CONSIDER A REQUEST FOR PRELIMINARY PLAT APPROVAL FOR AVIENDA TOWNHOMES Community Development Director Aanenson gave a presentation and stated this is the first phase of the Avienda project. The intention is to create 39 lots and six outlots, with density of 3-6 units/acre. This is part of the PUD so it is governed by those architectural standards. As part of the PUD, the City looked at densities and Ms. Aanenson said it is always the City’s intention to create a transition between the existing single-family homes and this development. Therefore, the plans has been to have detached townhomes. Ms. Aanenson showed the landscaping plan, including a transition buffer of 90+ trees, as well as the architectural design. Project Engineer, Erik Henricksen, shared about grading, drainage, private/public streets, and public utilities within the proposed development. The developer has been mass grading the site to prepare it for build-out. Mr. Henricksen noted there was a neighborhood meeting the previous day. The Applicant is proposing two private streets and the extension of one public street (Mills Drive); these generally meet the standards set forth in City ordinance for street design and would meet the 7-ton design. Staff is recommending that the intersections of public and private streets are installed with a concrete apron and valley gutter to give a better visual cue to drivers that it is a private street. ADA curb ramps will be required at all intersections. Mr. Henricksen spoke about sewer and water, noting water will be looped and tied into existing utilities and previously approved utilities which are being extended. All sanitary sewer and water mains will be publicly owned and maintained. Ms. Aanenson noted there is close proximity to two parks for these townhomes, and there is walkability and open space within the development. Commissioner Reeder asked to see the road access into the townhomes. Mr. Henricksen replied in order to get to these townhomes, Avienda Parkway and Bluff Creek Boulevard are proposed to be the access points. The goal is to have the roads ready before someone can move in. 52 Planning Commission Minutes – October 5, 2021 3 Commissioner Skistad noted regarding the 20-foot private roads and parking on only one side, there have been situations in other neighborhoods where there has not been adequate parking and she wants to be sure they don’t run into those same problems here. Ms. Aanenson noted the Applicant could speak to that as they have similar developments in other areas of the metro. Commissioner Johnson noted he has a conflict of interest on the issue and will step out for any further discussion. Vice Chair von Oven asked if it is common to have public utilities in a private street. Mr. Henricksen replied yes, and they have to be covered by public drainage and utility easements which allows the City to maintain those utilities. Commissioner Reeder asked if this modifies the overall PUD to provide more or less housing. Ms. Aanenson noted they are following the plan that was approved in 2020; any changes made would have to go through a PUD amendment. Right now, they are consistent with what was approved. Mark Nordland, Applicant, noted the neighborhood meeting was fairly well attended and they spoke about what will happen on the property lines, grading, etc. Regarding roads, they will work with the Fire Department for safety. At most, 1-2 homes would be open before the pavement is fully finished, but the goal and plan are to have it fully finished. Mr. Nordland said on Mills Drive, parking is on both sides of the street and the private drive would have parking on one side only. Each home will accommodate two vehicles in the driveway, as well as plenty of parking within Avienda itself. Rick Denman, Charles Cudd Homes, is a luxury home builder and said the homes will have a Homeowners Association, and the homes will range in size from 2,200-3,500 square feet, ranging in price from the high $600,000’s to the mid $800,000 range. On the south side, the sizes and prices will range a bit higher. Mr. Denman showed similar models on screen, noting interiors and exteriors are beautiful. He stated they are excited to be in Chanhassen with this development. Commissioner Skistad asked what demographic they are expecting. Mr. Denman replied these townhomes are primarily empty-nester focused with main floor living. Vice Chair von Oven opened the public hearing. Vice Chair von Oven closed the public hearing. Commissioner Skistad moved, Commissioner Noyes seconded that the Chanhassen Planning Commission recommends that the City Council approve the Subdivision of 40+ 53 Planning Commission Minutes – October 5, 2021 4 acres into 39 lots and six outlots, Avienda Townhomes, plans prepared by Landform dated September 8, 2021, subject to the Conditions of Approval and adopts the attached Findings of Facts and Decision. All voted in favor and the motion carried with a vote of 5 to 0. Commissioner Johnson recused himself from this item. APPROVAL OF MINUTES: APPROVAL OF PLANNING COMMISSION MINUTES DATED SEPTEMBER 21, 2021 Commissioner Noyes noted one typo on the minutes where it says present and absent, both say “present.” Commissioner Noyes noted the summary Minutes of the Planning Commission meeting dated September 21, 2021 as amended. CITY COUNCIL ACTION UPDATE: Ms. Aanenson noted upcoming items on the Planning Commission agenda. ADJOURNMENT: Commissioner Alto moved to adjourn the meeting. The Planning Commission meeting was adjourned at 7:41 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Jean M. Steckling 54 City Council Item October 25, 2021 Item Receive Senior Commission Minutes dated September 17, 2021 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council Receives the Senior Commission Minutes dated September 17, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 55 September 17, 2021 Senior Commission Minutes 56 1 CHANHASSEN SENIOR COMMISSION MINUTES September 17, 2021 MEMBERS PRESENT:Jerry Cerchia, Bhakti Modi, Lisa Lyon, Linda Haight, Jim Camarata, Susan Kibler, Dorina Tipton, Ruth Lunde. MEMBERS ABSENT: None STAFF PRESENT: Sharmeen Al-Jaff, Senior Planner; and Mary Blazanin, Senior Center Coordinator. GUESTS PRESENT:Dawn Plumer, Public Health Program Specialist APPROVAL OF AGENDA: Commissioner Camarata moved to approve the Agenda. Commissioner Lunde seconded the motion. All voted in favor and the motion carried. APPROVAL OF MINUTES DATED AUGUST 20, 2021: Commissioner Haight moved to approve the minutes. Commissioner Lyon seconded the motion. All voted in favor and the motion carried. AGING IN PLACE PLAN CLASSES’ UPDATE: The Senior Center will host Act III: Your Personal Plan for Aging in Place on October 12. AARP is conducting all their meetings and events via Zoom. Twenty one individuals signed up for Basic Tech 101: How Technology Helps You Stay Safe and Independent and 40+ individuals showed up. The Geek Squad offered that class and they hit on excellent topics such as safer lifestyle. SENIOR COMMISSION FUNDRAISING IDEAS: 4TH OF JULY BINGO AND OTHER ALTERNATIVES The Senior Commission discussed the topic and chose to continue with the 4th of July Bingo activity. Theydiscussed potential participation in Feb Fest and Breakfast with Santa as other options that can be considered. COMMISSIONERS TO REVIEW STRATEGIC AREA #6 - STRATEGIC AREA: MAINTAIN AND FOSTER A SENSE OF SAFETY AND SECURITY FOR SENIORS - GOAL: SAFETY AND SECURITY The commission discussed multiple classes that are offered through the Senior Center. Commissioner Tipton introduced the topic of adopting a senior. A subcommittee was formed including commissioners Tipton, Modi and Camarata to assess and study this topic. Commissioner Lunde suggested inviting Greg Pavett, Humanity Alliance as a guest speaker at the Commission’s next meeting. 57 Chanhassen Senior Commission Minutes – September 17, 2021 2 SENIOR COMMISSION COMMENTS Commissioner Modi stated that she is continuing to make masks and would welcome any fabric that is suitable for masks. ADJOURNMENT: Chairman Cerchia called for meeting adjournment. Commissioner Camarata moved to adjourn; Commissioner Lundet seconded the motion. All voted in favor and the motion carried. Prepared and submitted by Sharmeen Al-Jaff 58 City Council Item October 25, 2021 Item Receive Economic Development Commission Minutes dated September 14, 2021 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council Receives the Economic Development Commission Minutes dated September 14, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 59 ATTACHMENTS September 14, 2021 Economic Development Commission Minutes 60 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING SEPTEMBER 14, 2021 Chairman Sanford called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Jim Sanford, Ryan Soller, James Ebeling, Eric Anderson and David Kressler. MEMBERS ABSENT: None. STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Charlie Howley, Director of Public Works/City Engineer. PUBLIC PRESENT: Environmental Commissioner Jeff Harken. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED JUNE 8, 2021 Member Sanford moved, Member Ebeling seconded to approve the Minutes of the Economic Development Commission meeting dated June 8, 2021 as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. OLD BUSINESS: None. NEW BUSINESS: 1. Discuss Downtown Vision Community Development Director Kate Aanenson gave a presentation and stated when they did the 2030 Comprehensive Plan they increased the area of the central business district as it allows for greater intensification. There is not a maximum density and there is a lot more flexibility, and Ms. Aanenson noted part of the challenge is the infrastructure such as storm water treatment, aging sewer, and other items like that. Ms. Aanenson said they then began looking downtown, to the dinner theatre, park-and-ride, and other opportunities in the area. They began working to define the study area, look at street connections, and uses. Ms. Aanenson spoke about the Venue, walkability, connectivity, and creating common space or green space. She noted they would like to continue enhancements in the area. 61 Economic Development Commission – September 14, 2021 2 2. Discuss Roadway Projects/Downtown Walkability Director of Public Works/City Engineer Charlie Howley noted West 78th Street and Market Boulevard are the dominant focal points of the plan as it is the main transportation corridor. Projects planned in the near future are improvements to Market Boulevard, redoing the intersection at Powers Boulevard and West 78th Street, better crossings, and a “Welcome to Downtown Chanhassen” sign. He noted there is some dated and aging infrastructure and they would like to improve those and improve ADA accessibility. He also spoke about the non- vehicular transportation network of trails and sidewalks and connecting some areas where there are gaps. Areas of crossing will also be enhanced when they can be in future planning. Mr. Howley mentioned two weeks ago they striped fog lines on Kerber Boulevard which is 40 miles- per-hour and a major, collector road. The City had received complaints that it was hard to cross and people were driving too fast; the project was relatively inexpensive and the visual narrowing of the road tends to slow people down as well as allowing for on-street parking. Ms. Aanenson noted they sent out a questionnaire and had an open house to receive public feedback. They heard that pedestrian circulation is really important, downtown needs to enhance its identity, they need more diversity and unique specialty things, while continuing the small- town atmosphere. She believes some of the public spaces are a strength where people can see activities going on and it is a welcoming place. During COVID-199, the City worked hard to provide more outdoor seating at restaurants and will continue to do so. Ms. Aanenson noted Staff looked at current zoning and what might change, they looked at uses and commercial, signage, and opportunities for redevelopment. She also spoke about some of the new businesses and development that will be coming in to the City’s downtown area, and that the City is looking at new innovations. Mr. Howley shared that the City has kicked off a facility study for some of the major buildings including City Hall, the Rec Center, and Fire Station 1. He noted they are asking the question for the future if the buildings are remodeled, demolished, combined, or moving somewhere else. The Commissioners discussed walkability and pedestrian safety throughout the City, noting some of the challenging areas. 3. Discuss August 9, 2021 Urban Land Institute/Navigating Your Competitive Future Joint Meeting Senior Planner Generous would like a discussion about the takeaway that the Commission had from the presentation. Member Ebeling’s takeaways were location, location, location as well as density, density, density. 62 Economic Development Commission – September 14, 2021 3 Member Sanford was surprised at how low the density requirements are, clarifying most of his projects would not be possible in Chanhassen because the zoning requirements are too low. He knows it is challenging in a town like Chanhassen where people like it the way it was yet there are people that want to see change. To him, if they want mixed-use development and new businesses, it helps to bring in new people as well, which includes housing units, business, and density. He personally thinks the Venue is the perfect use for that site. Chair Anderson thought it was a really good presentation and the question session was helpful. He was struck by how critical the recruitment of the developer is; he would like the Commission to turn towards what they think the City ought to have and which developers can deliver that. He also noted from a financing standpoint how little can be done as there is not a lot of incentive other than a TIF (tax increment financing). Member Sanford noted there are not as many tools in the toolbox for developers. To him, it is density bonuses, waiver of parking requirements, or anything they can do in that way helps when a developer is looking at something. Chairman Sanford thinks it would be interesting to hear what Planning Commissioners and City Councilmembers thought of the presentation, also. He would appreciate the opportunity to have a discussion session between the EDC, Planning Commission, and City Council at some point. Member Soller said when the research person was talking during the meeting was talking about macro trends in retail and it was interesting hearing about reducing the physical footprint with the shift to online retail. It was also mentioned to keep in mind where businesses will still need physical footprints, shelf space, showrooms, or places to pick up goods; the consumer is changing but it may not mean they should rush to eliminate retail footprints and physical spaces. ADMINISTRATIVE PRESENTATION: 1. Collaboration with Environmental Commission on Environmental Initiatives Environmental Commissioner Jeff Harken gave a presentation noting the Environmental Commission’s main goal is education and outreach in the community about environmental issues. They also continue to look at Chanhassen’s work with GreenStep Cities. Basically, these are initiatives that Cities can take to become more “green” and there are Levels 1 through 5, of which Chanhassen is at a Level 2. The Commission is focused on working with the City on environmental issues. Mr. Harken shared about the increase in takeout food and that it generates an enormous amount of waste; some restaurants use compostable takeout containers which is helpful. He stated Forever Ware just received a grant to work in Carver County and it uses stainless steel, reusable takeout containers. The customer would pay an initial deposit on the container to the restaurant and then the customer returns the Forever Ware when they are done with it. 63 Economic Development Commission – September 14, 2021 4 The Commissioners discussed whether there is a conduit for the Environmental Commission to be in contact with businesses within the City to share about initiatives such as Forever Ware. Member Ebeling suggested putting notices on social media or the Mayor’s email blast. Member Sanford suggested going before the Chamber of Commerce or Rotary Club and asking to speak before them. The Commissioners discussed GreenStep Cities and ways it may benefit Chanhassen and the impact on local businesses and bringing in new development. CORRESPONDENCE DISCUSSION: 1. Commissioner Appreciation Day Event Invitation ADJOURNMENT: Chairman Anderson adjourned the Economic Development Commission meeting at 8:15 p.m. Submitted by Bob Generous Senior Planner Prepared by Kim Meuwissen City Clerk 64 City Council Item October 25, 2021 Item Receive the Environmental Commission Minutes dated September 8, 2021 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council Receives the Environmental Commission Minutes dated September 8, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 65 September 8, 2021 Environmental Commission Minutes 66 CHANHASSEN ENVIRONMENTAL COMMISSION REGULAR MEETING 6:00 PM September 8, 2021 Members Present: Kristin Fulkerson, Jeff Harken, Greg Hawks, Scot Lacek, Leslie Elhadi Members Absent: Markus Fischer Staff Present: Jill Sinclair, Environmental Resources Specialist. Minutes: The July minutes were approved. Fall Education Event – DemCon Recycling trailer: Event was very slow. The DemCon recycling trailer is very well designed and informative. A handful of families toured the trailer and stopped to talk about recycling and were very enthusiastic. The Commission was happy with the trailer and would like to try to find an event in the future where it would be visited by more people. Maybe a city event or offer it to the schools for a day for classes to tour. Plastics Free July 31 review: Commissioners reported their experience in trying to avoid plastics for a day. Kristin was on vacation and it was difficult since they used plastics every day. They did refuse plastics whenever possible. Greg was at home and found it very hard since plastic is in everything. Jeff was at the cabin and was able to avoid plastics pretty well. Scot was at home and re-used some single use plastics. Leslie was at home and was able to mostly avoid single-use plastic, but it was more difficult when out to eat. Commissioners agreed it was challenging and want to promote it next July. Forever Ware update: Jill informed the commissioners that Forever Ware did get a grant from the county and is slated to start a pilot project in Chanhassen this fall. The county will be getting a Green Corp member who will work with Forever Ware to promote the program to businesses in Chanhassen. Jill said that the commission can help by compiling a list of restaurants that seem like a good fit for the program or who might be interested if approached. She will share the list with Forever Ware and the county. GreenStep Cities Update: Jill displayed the GreenStep Cities website and the city’s worksheet with the status of action items. The city is continuing to make progress with actions and practices that benefit the city and the environment. Jill noted that the new city manager is familiar with the program after working for the city of Victoria which has achieved a Step 3. The Commission discussed possible actions to pursue and came back to the idea of partnering with the Economic Development Commission (EDC) to promote Buy Local and other sustainable programs that benefit economic development. Jeff offered to attend the EDC meeting and present the idea. City updates: • Commissioner Appreciation Event Sept 20 at 5pm. Commissioners need to RSVP • The youth member application process is live. Closing date is Sept. 19. • Townhome project proposed for Avienda development General Discussion: • Holiday villager article – move to October agenda • Add media calendar discussion to November agenda 67 Environmental Commission Minutes – September 8, 2021 2 • Add an update to the EDC outreach/partnership to November agenda • Add to December agenda a rewrite of Know your Natural Resources flyer. Meeting adjourned at 7:30 pm Minutes submitted and prepared by Jill Sinclair 68 City Council Item October 25, 2021 Item Approve Claims Paid October 25, 2021 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Strey SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated October 25, 2021." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on October 25, 2021: Check Numbers Amounts 176274 - 176377 $ 797,403.09 ACH Payments 1,936,076.37 Total All Claims $2,733,479.46 69 BUDGET RECOMMENDATION ATTACHMENTS Check Summary Check Summary ACH Check Detail Check Detail ACH 70 Accounts Payable User: Printed: dwashburn 10/15/2021 8:44 AM Checks by Date - Summary by Check Number Check No Check DateVendor NameVendor No Void Checks Check Amount AGGIND AGGRESSIVE INDUSTRIES INC 10/07/2021 0.00 260.93176274 ALLSTR ALLSTREAM 10/07/2021 0.00 490.84176275 APWA AMERICAN PUBLIC WORKS ASSOC 10/07/2021 0.00 1,625.00176276 APAGRO APACHE GROUP 10/07/2021 0.00 451.52176277 BCATRA BCA 10/07/2021 0.00 33.25176278 BOUMED BOUND TREE MEDICAL LLC 10/07/2021 0.00 2,737.70176279 CDWGOV CDW GOVERNMENT LLC 10/07/2021 0.00 12,581.89176280 CENENE CENTERPOINT ENERGY MINNEGASCO 10/07/2021 0.00 919.45176281 EmbMinn CENTURYLINK 10/07/2021 0.00 1,850.81176282 CHANVAC Chanhassen Vacuum Sales Center 10/07/2021 0.00 33.98176283 CHAVIL CHANHASSEN VILLAGER 10/07/2021 0.00 110.00176284 CUBFOO CUB FOODS 10/07/2021 0.00 36.79176285 DENNSAND SANDY DENNIN 10/07/2021 0.00 50.00176286 HeaPar HealthPartners, Inc.10/07/2021 0.00 70,886.48176287 Loc49 IUOE Local #49 10/07/2021 0.00 595.00176288 LANEQ1 Lano Equipment 10/07/2021 0.00 8,739.06176289 METCO2 METROPOLITAN COUNCIL 10/07/2021 0.00 205,291.66176290 MINROA Minnesota Roadways Co 10/07/2021 0.00 220.15176291 NCPERS MN NCPERS LIFE INSURANCE 10/07/2021 0.00 128.00176292 MonWre Monkey Wrench Plumbing, Inc 10/07/2021 0.00 2,279.13176293 NiKai Kai Ni 10/07/2021 0.00 100.00176294 PitBow Pitney Bowes Inc.10/07/2021 0.00 76.49176295 RJIProf RJI Professionals Inc 10/07/2021 0.00 197.80176296 SeefMaJe Mark & Jennifer Seefeldt 10/07/2021 0.00 100.00176297 SEH SEH 10/07/2021 0.00 387.50176298 SHEWIL SHERWIN WILLIAMS 10/07/2021 0.00 245.29176299 SOFHOU SOFTWARE HOUSE INTERNATIONAL 10/07/2021 0.00 3,076.00176300 StanCons Stantec Consulting Services, Inc.10/07/2021 0.00 3,952.25176301 TheHart The Hartford 10/07/2021 0.00 1,410.05176302 TimSav TimeSaver Off Site Secretarial, Inc 10/07/2021 0.00 489.00176303 Vertex Vertex Unmanned Solutions, LLC 10/07/2021 0.00 3,294.00176304 WastMana Waste Management of Minnesota, Inc 10/07/2021 0.00 48.88176305 WhiBec Becki White 10/07/2021 0.00 72.75176306 AllPower Allied Power Products, Inc 10/14/2021 0.00 3,442.10176307 AmiJos Josh Amiot 10/14/2021 0.00 51.00176308 UB*02318 ATTORNEYS TITLE GROUP 10/14/2021 0.00 22.27176309 UB*02332 THOMAS & SALLY BICKEL 10/14/2021 0.00 93.38176310 UB*02322 JUSTIN BODIE 10/14/2021 0.00 23.18176311 UB*02349 NELSON BONS 10/14/2021 0.00 316.44176312 UB*02321 BURNET TITLE 10/14/2021 0.00 68.14176313 UB*02328 BURNET TITLE 10/14/2021 0.00 10.45176314 UB*02331 BURNET TITLE 10/14/2021 0.00 42.33176315 UB*02338 BURNET TITLE 10/14/2021 0.00 92.58176316 CarSha Shalini & Michael Carney 10/14/2021 0.00 174.95176317 CENENE CENTERPOINT ENERGY MINNEGASCO 10/14/2021 0.00 146.73176318 CenLin CenturyLink 10/14/2021 0.00 64.00176319 UB*02341 CLOSING HUB 10/14/2021 0.00 21.24176320 Page 1AP Checks by Date - Summary by Check Number (10/15/2021 8:44 AM) 71 Check No Check DateVendor NameVendor No Void Checks Check Amount CROCOL CROWN COLLEGE 10/14/2021 0.00 350.00176321 UB*02327 EDGEWATER TITLE GROUP 10/14/2021 0.00 222.72176322 UB*02348 EDINA REALTY 10/14/2021 0.00 36.52176323 UB*02343 EDINA REALTY TITLE 10/14/2021 0.00 14.20176324 UB*02329 NORMAN & JACQUELINE ENGEL 10/14/2021 0.00 52.78176325 UB*02342 EXCELSIOR TITLE SERVICES 10/14/2021 0.00 20.65176326 FerEnt Ferguson Enterprises, Inc. #1657 10/14/2021 0.00 2,563.52176327 ferwat Ferguson Waterworks #2518 10/14/2021 0.00 1,917.84176328 UB*02324 FIRST AMERICAN TITLE 10/14/2021 0.00 55.08176329 gonhom GONYEA HOMES 10/14/2021 0.00 750.00176330 GREMEA GREEN MEADOWS INC 10/14/2021 0.00 515.44176331 UB*02345 MARK & NANCY HANSON 10/14/2021 0.00 19.57176332 HeaPar HealthPartners, Inc.10/14/2021 0.00 68,039.30176333 HEALSTEV Steve Healy 10/14/2021 0.00 204.00176334 HopSpo Hopkins Sports Camps LLC 10/14/2021 0.00 1,136.00176335 HUELIF HUELIFE 10/14/2021 0.00 2,100.00176336 IndSig Indigo Signs 10/14/2021 0.00 138.50176337 JRobRo J. Robert Roofing 10/14/2021 0.00 273.98176338 JenkJoel JOEL JENKINS 10/14/2021 0.00 51.00176339 UB*02323 DEREK & KAREN JOHNSON 10/14/2021 0.00 20.46176340 UB*02320 KNIGHT BARRY TITLE UNITED LLC 10/14/2021 0.00 304.68176341 UB*02347 KNIGHT BERRY TITLE 10/14/2021 0.00 176.02176342 KraPlu Jeffrey Krahl 10/14/2021 0.00 800.00176343 LEAMIN LEAGUE OF MINNESOTA CITIES 10/14/2021 0.00 55.00176344 MARCTOM Tom Marcsisak 10/14/2021 0.00 1,989.00176345 MetHol Metronet Holdings, LLC 10/14/2021 0.00 56.31176346 MNSaf Minnesota Safety Council 10/14/2021 0.00 368.00176347 MinuPre Minuteman Press 10/14/2021 0.00 88.00176348 MNTRAN MN DEPT OF TRANSPORTATION 10/14/2021 0.00 639.67176349 ARCPLU Karsten Nelson 10/14/2021 0.00 641.36176350 NEWSIG NEWMAN SIGNS INC 10/14/2021 0.00 335.96176351 UB*02319 CHAD & LAUREN OLSEN 10/14/2021 0.00 65.61176352 UB*02351 ON-SITE TITLE 10/14/2021 0.00 19.63176353 PinPes Pinnacle Pest Control 10/14/2021 0.00 450.00176354 UB*02337 PREMIER TITLE INSURANCE AGENCY 10/14/2021 0.00 124.02176355 RAITRE RAINBOW TREE COMPANY 10/14/2021 0.00 289.00176356 ResEnv Resource Environmental Solutions, LLC 10/14/2021 0.00 1,204.00176357 UB*02335 YAEL RUBIN 10/14/2021 0.00 258.59176358 UB*02333 SHELLY & GREGORY SCALLON 10/14/2021 0.00 8.61176359 SHEWIL SHERWIN WILLIAMS 10/14/2021 0.00 2.29176360 SMHEN SM HENTGES & SONS 10/14/2021 0.00 377,332.32176361 Southwes Southwest Metro Chamber of Commerce 10/14/2021 0.00 120.00176362 SOUSUB Southwest Suburban Publishing 10/14/2021 0.00 253.87176363 UB*02336 MARK & KRISTIN SPANGRUD 10/14/2021 0.00 31.82176364 UB*02352 LITFI & IRMA TARDIA 10/14/2021 0.00 22.89176365 UB*02340 TITLE MARK LLC 10/14/2021 0.00 27.26176366 UB*02339 TITLEMARK LLC 10/14/2021 0.00 23.10176367 UB*02330 TRADEMARK TITLE SERVICES 10/14/2021 0.00 59.77176368 Truwest Truwest, LLC 10/14/2021 0.00 2,500.00176369 UnitRent United Rentals (North America), Inc.10/14/2021 0.00 1,755.00176370 UB*02346 TAYLOR & HALEY WALDORF 10/14/2021 0.00 55.40176371 WastMana Waste Management of Minnesota, Inc 10/14/2021 0.00 1,272.07176372 UB*02325 WATERMARK TITLE 10/14/2021 0.00 5.13176373 UB*02334 MICHAEL & BETTY WRIGHT 10/14/2021 0.00 34.60176374 UB*02326 MICHAEL YEARNEAU 10/14/2021 0.00 5.13176375 UB*02344 BARBARA & PATRICK ZETTLE 10/14/2021 0.00 79.73176376 UB*02350 RYAN ZUNKER 10/14/2021 0.00 127.25176377 Page 2AP Checks by Date - Summary by Check Number (10/15/2021 8:44 AM) 72 Check No Check DateVendor NameVendor No Void Checks Check Amount Report Total (104 checks): 797,403.09 0.00 Page 3AP Checks by Date - Summary by Check Number (10/15/2021 8:44 AM) 73 Accounts Payable Checks by Date - Summary by Check User: dwashburn Printed: 10/15/2021 8:47 AM Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH z-act911 Active911 Inc 07/16/2021 0.00 775.00 ACH Z-AMAZON Amazon 07/16/2021 0.00 5,671.50 ACH z-apple Apple.com 07/16/2021 0.00 1.98 ACH z-assnmn Association of MN Emergency Managers 07/16/2021 0.00 100.00 ACH z-cabfev Cabin Fever Sporting Goods 07/16/2021 0.00 512.00 ACH Z-CHIFIL Chick-Fil-A 07/16/2021 0.00 1,266.49 ACH z-corfee Corporate Card Annual Fee 07/16/2021 0.00 48.00 ACH z-croawa Crown Awards 07/16/2021 0.00 1,101.48 ACH z-cubfoo Cub Foods 07/16/2021 0.00 446.28 ACH z-deptna Department of Natural Resources 07/16/2021 0.00 52.70 ACH z-domino Domino's Pizza 07/16/2021 0.00 80.40 ACH z-Epieve Epic Event Rental 07/16/2021 0.00 606.38 ACH z-flefar Fleet Farm 07/16/2021 0.00 177.40 ACH z-funexp Fun Express LLC 07/16/2021 0.00 732.36 ACH z-gloind Global Industrial Solutions 07/16/2021 0.00 210.58 ACH z-hartco Hartman Companies Inc 07/16/2021 0.00 974.97 ACH Z-HOMDEP Home Depot 07/16/2021 0.00 640.84 ACH z-IndPla Indelco Plastics Corporation 07/16/2021 0.00 326.48 ACH Z-JJKel J.J. Keller & Associates Inc 07/16/2021 0.00 100.00 ACH z-jamsof Jamf Software, LLC 07/16/2021 0.00 54.00 ACH z-Jimjoh Jimmy Johns 07/16/2021 0.00 72.99 ACH z-menard Menards 07/16/2021 0.00 158.93 ACH Z-MNRUR Minnesota Rural Water Association 07/16/2021 0.00 50.00 ACH z-mntrop Minnesota Trophies & Gifts 07/16/2021 0.00 150.20 ACH z-mono Monoprice.com 07/16/2021 0.00 214.74 ACH z-NatMah National Mahjongg League 07/16/2021 0.00 130.00 ACH Z-NORTOO Northern Tool+Equipment 07/16/2021 0.00 138.66 ACH z-OSHA Occupational Safety and Health Adminstration 07/16/2021 0.00 78.00 ACH Z-OFFMAX Office Max/Office Depot 07/16/2021 0.00 321.44 ACH z-olsen Olsen Chain and Cable 07/16/2021 0.00 95.33 ACH z-pizman Pizza Man 07/16/2021 0.00 147.85 ACH z-pizzai Pizzaioli 07/16/2021 0.00 76.10 ACH z-plapla Plant Place 07/16/2021 0.00 13.51 ACH z-post Postmaster 07/16/2021 0.00 22.20 ACH z-potbel Potbelly Sandwich Shop 07/16/2021 0.00 131.79 ACH Z-PRIFLU Primary Fluid Systems Inc 07/16/2021 0.00 636.94 ACH Z-PUMALA PumpAlarm.com 07/16/2021 0.00 49.99 ACH z-samclu Sam's Club 07/16/2021 0.00 111.91 ACH z-sofhou Software House International 07/16/2021 0.00 423.38 ACH z-speway Speedway 07/16/2021 0.00 81.90 ACH Z-SPRWAR Sprinkler Warehouse 07/16/2021 0.00 987.52 ACH z-strat Stratoguard, LLC 07/16/2021 0.00 177.60 ACH z-target Target 07/16/2021 0.00 523.31 ACH z-TurMak TurfMaker Corp 07/16/2021 0.00 173.46 ACH z-unofmn University of Minnesota 07/16/2021 0.00 45.00 ACH Z-USreba US Bank Rebate 07/16/2021 0.00 (1,289.57) ACH Z-USABLU USABlueBook 07/16/2021 0.00 101.82 ACH z-vispri Vista Print 07/16/2021 0.00 1,248.51 ACH z-zoom Zoom 07/16/2021 0.00 85.90 ACH AMEENG AMERICAN ENGINEERING TESTING 10/07/2021 0.00 7,426.30 Page 1 of 2 74 Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH AFLAC American Family Life Assurance Company of Columbus 10/07/2021 0.00 39.78 ACH OLSOANNI Annika Olson 10/07/2021 0.00 200.00 ACH carcou Carver County 10/07/2021 0.00 1,645,000.00 ACH GOPSTA GOPHER STATE ONE-CALL INC 10/07/2021 0.00 643.95 ACH GSDIR GS DIRECT INC 10/07/2021 0.00 781.68 ACH HeaStr Health Strategies 10/07/2021 0.00 180.00 ACH IMPPOR IMPERIAL PORTA PALACE 10/07/2021 0.00 4,953.80 ACH INDLAN Indoor Landscapes Inc 10/07/2021 0.00 187.00 ACH InnOff Innovative Office Solutions LLC 10/07/2021 0.00 406.72 ACH BENSKAYE KAYE L BENSON 10/07/2021 0.00 572.00 ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 10/07/2021 0.00 44,426.43 ACH MacEme Macqueen Emergency Group 10/07/2021 0.00 3,040.00 ACH HaMeli Melissa Haman 10/07/2021 0.00 10.46 ACH MERACE MERLINS ACE HARDWARE 10/07/2021 0.00 485.74 ACH MVEC MN VALLEY ELECTRIC COOP 10/07/2021 0.00 350.38 ACH NAPA NAPA AUTO & TRUCK PARTS 10/07/2021 0.00 332.01 ACH OREAUT O'Reilly Automotive Inc 10/07/2021 0.00 294.71 ACH SunLif Sun Life Financial 10/07/2021 0.00 1,611.90 ACH VERIZO VERIZON WIRELESS 10/07/2021 0.00 4,167.89 ACH WarLit Warning Lites of Minnesota, Inc. 10/07/2021 0.00 465.00 ACH WMMUE WM MUELLER & SONS INC 10/07/2021 0.00 698.61 ACH WSB WSB & ASSOCIATES INC 10/07/2021 0.00 11,745.00 ACH XCEL XCEL ENERGY INC 10/07/2021 0.00 2,243.16 ACH apadan Apadana LLC 10/14/2021 0.00 26,178.13 ACH BENEXT BENEFIT EXTRAS INC 10/14/2021 0.00 267.20 ACH BROAWA BROADWAY AWARDS 10/14/2021 0.00 54.31 ACH CarGra CarteGraph Systems 10/14/2021 0.00 51,176.75 ACH DALCO DALCO ENTERPRISES, INC. 10/14/2021 0.00 394.48 ACH HydKle Hydro-Klean LLC 10/14/2021 0.00 48,092.58 ACH InnOff Innovative Office Solutions LLC 10/14/2021 0.00 277.86 ACH Marco Marco Inc 10/14/2021 0.00 1,820.00 ACH MNLABO MN DEPT OF LABOR AND INDUSTRY 10/14/2021 0.00 10.00 ACH MVEC MN VALLEY ELECTRIC COOP 10/14/2021 0.00 5,849.32 ACH POMTIR POMP'S TIRE SERVICE INC 10/14/2021 0.00 1,359.48 ACH PreWat Premium Waters, Inc 10/14/2021 0.00 184.78 ACH ProTec Pro-Tec Design, Inc. 10/14/2021 0.00 1,012.51 ACH RBMSER RBM SERVICES INC 10/14/2021 0.00 7,484.08 ACH TBEI TBEI, Inc 10/14/2021 0.00 370.84 ACH WAYTEK WAYTEK INC 10/14/2021 0.00 142.90 ACH WMMUE WM MUELLER & SONS INC 10/14/2021 0.00 501.83 ACH WSB WSB & ASSOCIATES INC 10/14/2021 0.00 37,980.50 ACH XCEL XCEL ENERGY INC 10/14/2021 0.00 3,618.05 Report Total: 0.00 1,936,076.37 Page 2 of 2 75 Accounts Payable Check Detail-Checks User: dwashburn Printed: 10/15/2021 - 8:55 AM Name Check Da Account Description Amount AGGRESSIVE INDUSTRIES INC 10/07/2021 101-1550-4120 Supplies 260.93 AGGRESSIVE INDUSTRIES INC 260.93 Allied Power Products, Inc 10/14/2021 700-0000-4260 Equipment 3,442.10 Allied Power Products, Inc 3,442.10 ALLSTREAM 10/07/2021 101-1160-4300 Mitel Phone System Maintenance 490.84 ALLSTREAM 490.84 AMERICAN PUBLIC WORKS ASSOC 10/07/2021 101-1310-4370 Training 1,300.00 AMERICAN PUBLIC WORKS ASSOC 10/07/2021 101-1320-4370 Training 325.00 AMERICAN PUBLIC WORKS ASSOC 1,625.00 Amiot Josh 10/14/2021 101-1766-4300 Softball Umpire 51.00 Amiot Josh 51.00 APACHE GROUP 10/07/2021 101-1170-4110 Office Supplies 451.52 APACHE GROUP 451.52 ATTORNEYS TITLE GROUP 10/14/2021 700-0000-2020 Refund Check 12.38 ATTORNEYS TITLE GROUP 10/14/2021 701-0000-2020 Refund Check 5.31 ATTORNEYS TITLE GROUP 10/14/2021 720-0000-2020 Refund Check 4.01 ATTORNEYS TITLE GROUP 10/14/2021 700-0000-2020 Refund Check 0.57 ATTORNEYS TITLE GROUP 22.27 BCA 10/07/2021 101-1220-4300 Firefighter Background Investigation 33.25 BCA 33.25 BICKEL THOMAS & SALLY 10/14/2021 700-0000-2020 Refund Check 93.38 BICKEL THOMAS & SALLY 93.38 BODIE JUSTIN 10/14/2021 720-0000-2020 Refund Check 1.51 BODIE JUSTIN 10/14/2021 700-0000-2020 Refund Check 21.67 BODIE JUSTIN 23.18 BONS NELSON 10/14/2021 701-0000-2020 Refund Check 1.48 BONS NELSON 10/14/2021 720-0000-2020 Refund Check 8.87 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 1 of 11 76 Name Check Da Account Description Amount BONS NELSON 10/14/2021 700-0000-2020 Refund Check 1.26 BONS NELSON 10/14/2021 700-0000-2020 Refund Check 304.83 BONS NELSON 316.44 BOUND TREE MEDICAL LLC 10/07/2021 201-0000-4705 Medical Supplies 2,737.70 BOUND TREE MEDICAL LLC 2,737.70 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 18.21 BURNET TITLE 10/14/2021 701-0000-2020 Refund Check 30.05 BURNET TITLE 10/14/2021 720-0000-2020 Refund Check 17.40 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 2.48 BURNET TITLE 10/14/2021 701-0000-2020 Refund Check 5.81 BURNET TITLE 10/14/2021 720-0000-2020 Refund Check 4.64 BURNET TITLE 10/14/2021 701-0000-2020 Refund Check 7.96 BURNET TITLE 10/14/2021 720-0000-2020 Refund Check 7.11 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 26.24 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 1.02 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 33.11 BURNET TITLE 10/14/2021 701-0000-2020 Refund Check 32.68 BURNET TITLE 10/14/2021 720-0000-2020 Refund Check 23.45 BURNET TITLE 10/14/2021 700-0000-2020 Refund Check 3.34 BURNET TITLE 213.50 Carney Shalini & Michael 10/14/2021 101-0000-2033 Overpayment Refund 174.95 Carney Shalini & Michael 174.95 CDW GOVERNMENT LLC 10/07/2021 101-1160-4300 Cybereason EDR Service 12,581.89 CDW GOVERNMENT LLC 12,581.89 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 101-1170-4320 Monthly Service 119.09 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 700-0000-4320 Monthly Service 20.00 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 101-1190-4320 Monthly Service 644.41 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 101-1550-4320 Monthly Service 30.00 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 700-7043-4320 Monthly Service 75.95 CENTERPOINT ENERGY MINNEGASCO 10/07/2021 700-7019-4320 Monthly Service 30.00 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 605-6502-4300 Monthly Service 14.50 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 101-1370-4320 Monthly Service 69.50 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 700-0000-4320 Monthly Service 8.69 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 701-0000-4320 Monthly Service 8.68 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 701-0000-4320 Monthly Service 25.36 CENTERPOINT ENERGY MINNEGASCO 10/14/2021 101-1600-4320 Monthly Service 20.00 CENTERPOINT ENERGY MINNEGASCO 1,066.18 CenturyLink 10/14/2021 700-0000-4310 Monthly Service 32.00 CenturyLink 10/14/2021 701-0000-4310 Monthly Service 32.00 CENTURYLINK 10/07/2021 101-1190-4310 Monthly Service 127.20 CENTURYLINK 10/07/2021 101-1540-4310 Monthly Service 95.40 CENTURYLINK 10/07/2021 101-1170-4310 Monthly Service 855.96 CENTURYLINK 10/07/2021 700-0000-4310 Monthly Service 6.36 CENTURYLINK 10/07/2021 701-0000-4310 Monthly Service 6.36 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 2 of 11 77 Name Check Da Account Description Amount CENTURYLINK 10/07/2021 101-1550-4310 Monthly Service 30.04 CENTURYLINK 10/07/2021 101-1350-4310 Monthly Service 30.04 CENTURYLINK 10/07/2021 101-1220-4310 Monthly Service 33.04 CENTURYLINK 10/07/2021 101-1370-4310 Monthly Service 50.88 CENTURYLINK 10/07/2021 101-1160-4320 Monthly Service 125.00 CENTURYLINK 10/07/2021 700-0000-4310 Monthly Service 15.13 CENTURYLINK 10/07/2021 700-7019-4310 Monthly Service 210.27 CENTURYLINK 10/07/2021 701-0000-4310 Monthly Service 15.13 CENTURYLINK 10/07/2021 101-1160-4320 Monthly Service 250.00 CENTURYLINK 1,914.81 Chanhassen Vacuum Sales Center 10/07/2021 101-1170-4260 Service 33.98 Chanhassen Vacuum Sales Center 33.98 CHANHASSEN VILLAGER 10/07/2021 101-1220-4360 Subscription 55.00 CHANHASSEN VILLAGER 10/07/2021 101-1560-4360 Subscription 55.00 CHANHASSEN VILLAGER 110.00 CLOSING HUB 10/14/2021 720-0000-2020 Refund Check 21.24 CLOSING HUB 21.24 CROWN COLLEGE 10/14/2021 101-1220-4370 EMT/EMR Training 350.00 CROWN COLLEGE 350.00 CUB FOODS 10/07/2021 101-1220-4290 Supplies 6.85 CUB FOODS 10/07/2021 101-1220-4290 Supplies 29.94 CUB FOODS 36.79 DENNIN SANDY 10/07/2021 720-7204-4901 Waterwise Rebate 50.00 DENNIN SANDY 50.00 EDGEWATER TITLE GROUP 10/14/2021 700-0000-2020 Refund Check 76.75 EDGEWATER TITLE GROUP 10/14/2021 701-0000-2020 Refund Check 115.40 EDGEWATER TITLE GROUP 10/14/2021 720-0000-2020 Refund Check 26.75 EDGEWATER TITLE GROUP 10/14/2021 700-0000-2020 Refund Check 3.82 EDGEWATER TITLE GROUP 222.72 EDINA REALTY 10/14/2021 700-0000-2020 Refund Check 0.90 EDINA REALTY 10/14/2021 700-0000-2020 Refund Check 21.65 EDINA REALTY 10/14/2021 701-0000-2020 Refund Check 11.12 EDINA REALTY 10/14/2021 720-0000-2020 Refund Check 2.85 EDINA REALTY 36.52 EDINA REALTY TITLE 10/14/2021 700-0000-2020 Refund Check 14.20 EDINA REALTY TITLE 14.20 ENGEL NORMAN & JACQUELINE 10/14/2021 700-0000-2020 Refund Check 8.54 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 3 of 11 78 Name Check Da Account Description Amount ENGEL NORMAN & JACQUELINE 10/14/2021 701-0000-2020 Refund Check 29.24 ENGEL NORMAN & JACQUELINE 10/14/2021 720-0000-2020 Refund Check 13.13 ENGEL NORMAN & JACQUELINE 10/14/2021 700-0000-2020 Refund Check 1.87 ENGEL NORMAN & JACQUELINE 52.78 EXCELSIOR TITLE SERVICES 10/14/2021 700-0000-2020 Refund Check 16.33 EXCELSIOR TITLE SERVICES 10/14/2021 720-0000-2020 Refund Check 3.78 EXCELSIOR TITLE SERVICES 10/14/2021 700-0000-2020 Refund Check 0.54 EXCELSIOR TITLE SERVICES 20.65 Ferguson Enterprises, Inc. #1657 10/14/2021 700-7043-4550 Drain 2,563.52 Ferguson Enterprises, Inc. #1657 2,563.52 Ferguson Waterworks #2518 10/14/2021 700-0000-4250 Supplies 1,764.44 Ferguson Waterworks #2518 10/14/2021 700-0000-4250 Supplies 153.40 Ferguson Waterworks #2518 1,917.84 FIRST AMERICAN TITLE 10/14/2021 700-0000-2020 Refund Check 55.08 FIRST AMERICAN TITLE 55.08 GONYEA HOMES 10/14/2021 101-0000-2075 Landscape - Permit 2020-00845 - 620 Carver Beach Road 750.00 GONYEA HOMES 750.00 GREEN MEADOWS INC 10/14/2021 101-1260-4300 Lawn Mowing 515.44 GREEN MEADOWS INC 515.44 HANSON MARK & NANCY 10/14/2021 720-0000-2020 Refund Check 3.07 HANSON MARK & NANCY 10/14/2021 701-0000-2020 Refund Check 16.50 HANSON MARK & NANCY 19.57 HealthPartners, Inc.10/07/2021 101-0000-2012 October Premium 33,208.01 HealthPartners, Inc.10/07/2021 210-0000-2012 October Premium 395.53 HealthPartners, Inc.10/07/2021 700-0000-2012 October Premium 3,955.28 HealthPartners, Inc.10/07/2021 701-0000-2012 October Premium 3,955.28 HealthPartners, Inc.10/07/2021 720-0000-2012 October Premium 2,151.66 HealthPartners, Inc.10/07/2021 101-0000-2012 October Premium 19,434.36 HealthPartners, Inc.10/07/2021 101-0000-2012 October Premium 1,266.08 HealthPartners, Inc.10/07/2021 210-0000-2012 October Premium 633.04 HealthPartners, Inc.10/07/2021 700-0000-2012 October Premium 2,832.84 HealthPartners, Inc.10/07/2021 701-0000-2012 October Premium 1,566.76 HealthPartners, Inc.10/07/2021 720-0000-2012 October Premium 1,487.64 HealthPartners, Inc.10/14/2021 101-0000-2012 November Insurance 29,490.28 HealthPartners, Inc.10/14/2021 700-0000-2012 November Insurance 3,955.28 HealthPartners, Inc.10/14/2021 701-0000-2012 November Insurance 3,955.28 HealthPartners, Inc.10/14/2021 720-0000-2012 November Insurance 2,151.66 HealthPartners, Inc.10/14/2021 101-0000-2012 November Insurance 20,700.44 HealthPartners, Inc.10/14/2021 101-0000-2012 November Insurance 1,266.08 HealthPartners, Inc.10/14/2021 210-0000-2012 November Insurance 633.04 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 4 of 11 79 Name Check Da Account Description Amount HealthPartners, Inc.10/14/2021 700-0000-2012 November Insurance 2,832.84 HealthPartners, Inc.10/14/2021 701-0000-2012 November Insurance 1,566.76 HealthPartners, Inc.10/14/2021 720-0000-2012 November Insurance 1,487.64 HealthPartners, Inc. 138,925.78 Healy Steve 10/14/2021 101-1767-4300 Softball Umpire 204.00 Healy Steve 204.00 Hopkins Sports Camps LLC 10/14/2021 101-1730-3636 Golf Camp 1,136.00 Hopkins Sports Camps LLC 1,136.00 HUELIFE 10/14/2021 101-1220-4370 Insights Profile 1,800.00 HUELIFE 10/14/2021 210-0000-4370 Insights Profile 150.00 HUELIFE 10/14/2021 101-1125-4370 Insights Profile 150.00 HUELIFE 2,100.00 Indigo Signs 10/14/2021 101-1220-4120 Graphics 138.50 Indigo Signs 138.50 IUOE Local #49 10/07/2021 101-0000-2004 PR Batch 00407.10.2021 Local 49 dues 377.98 IUOE Local #49 10/07/2021 700-0000-2004 PR Batch 00407.10.2021 Local 49 dues 170.62 IUOE Local #49 10/07/2021 701-0000-2004 PR Batch 00407.10.2021 Local 49 dues 46.40 IUOE Local #49 595.00 J. Robert Roofing 10/14/2021 101-1250-3301 Permit Refund - Permit #P2021-02836 - 6729 Mulberry Circle 273.98 J. Robert Roofing 273.98 JENKINS JOEL 10/14/2021 101-1766-4300 Softball Umpire 51.00 JENKINS JOEL 51.00 JOHNSON DEREK & KAREN 10/14/2021 701-0000-2020 Refund Check 18.53 JOHNSON DEREK & KAREN 10/14/2021 720-0000-2020 Refund Check 1.93 JOHNSON DEREK & KAREN 20.46 KNIGHT BARRY TITLE UNITED LLC 10/14/2021 700-0000-2020 Refund Check 133.17 KNIGHT BARRY TITLE UNITED LLC 10/14/2021 701-0000-2020 Refund Check 150.19 KNIGHT BARRY TITLE UNITED LLC 10/14/2021 720-0000-2020 Refund Check 18.66 KNIGHT BARRY TITLE UNITED LLC 10/14/2021 700-0000-2020 Refund Check 2.66 KNIGHT BARRY TITLE UNITED LLC 304.68 KNIGHT BERRY TITLE 10/14/2021 700-0000-2020 Refund Check 56.19 KNIGHT BERRY TITLE 10/14/2021 701-0000-2020 Refund Check 110.75 KNIGHT BERRY TITLE 10/14/2021 720-0000-2020 Refund Check 4.98 KNIGHT BERRY TITLE 10/14/2021 700-0000-2020 Refund Check 4.10 KNIGHT BERRY TITLE 176.02 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 5 of 11 80 Name Check Da Account Description Amount Krahl Jeffrey 10/14/2021 400-4130-4706 Kitchen Update 800.00 Krahl Jeffrey 800.00 Lano Equipment 10/07/2021 700-0000-4410 Credit -1,200.00 Lano Equipment 10/07/2021 400-0000-4705 Trailer 9,850.00 Lano Equipment 10/07/2021 101-1550-4120 Supplies 89.06 Lano Equipment 8,739.06 LEAGUE OF MINNESOTA CITIES 10/14/2021 101-1120-4370 ICMA Conference 55.00 LEAGUE OF MINNESOTA CITIES 55.00 Marcsisak Tom 10/14/2021 101-1766-4300 Umpire 1,989.00 Marcsisak Tom 1,989.00 Metronet Holdings, LLC 10/14/2021 700-7043-4310 Monthly Service 56.31 Metronet Holdings, LLC 56.31 METROPOLITAN COUNCIL 10/07/2021 701-0000-4509 Waste Water 205,291.66 METROPOLITAN COUNCIL 205,291.66 Minnesota Roadways Co 10/07/2021 420-0000-4150 Materials 220.15 Minnesota Roadways Co 220.15 Minnesota Safety Council 10/14/2021 101-1560-4300 Driving Class 368.00 Minnesota Safety Council 368.00 Minuteman Press 10/14/2021 101-1170-4110 Business Cards 88.00 Minuteman Press 88.00 MN DEPT OF TRANSPORTATION 10/14/2021 101-1550-4300 Damage Claim 639.67 MN DEPT OF TRANSPORTATION 639.67 MN NCPERS LIFE INSURANCE 10/07/2021 101-0000-2011 PR Batch 00407.10.2021 NCPERS-Life Insurance 94.44 MN NCPERS LIFE INSURANCE 10/07/2021 210-0000-2011 PR Batch 00407.10.2021 NCPERS-Life Insurance 3.99 MN NCPERS LIFE INSURANCE 10/07/2021 700-0000-2011 PR Batch 00407.10.2021 NCPERS-Life Insurance 13.56 MN NCPERS LIFE INSURANCE 10/07/2021 701-0000-2011 PR Batch 00407.10.2021 NCPERS-Life Insurance 13.62 MN NCPERS LIFE INSURANCE 10/07/2021 720-0000-2011 PR Batch 00407.10.2021 NCPERS-Life Insurance 2.39 MN NCPERS LIFE INSURANCE 128.00 Monkey Wrench Plumbing, Inc 10/07/2021 700-0000-4250 Meter Replacement 600.95 Monkey Wrench Plumbing, Inc 10/07/2021 700-0000-4250 Meter Replacement 726.21 Monkey Wrench Plumbing, Inc 10/07/2021 700-0000-4250 Meter Replacement 646.31 Monkey Wrench Plumbing, Inc 10/07/2021 700-0000-4250 Meter Replacement 305.66 Monkey Wrench Plumbing, Inc 2,279.13 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 6 of 11 81 Name Check Da Account Description Amount Nelson Karsten 10/14/2021 101-1550-4300 Backflow Testing 641.36 Nelson Karsten 641.36 NEWMAN SIGNS INC 10/14/2021 101-1320-4560 Signs 335.96 NEWMAN SIGNS INC 335.96 Ni Kai 10/07/2021 720-7204-4901 Waterwise Rebate 100.00 Ni Kai 100.00 OLSEN CHAD & LAUREN 10/14/2021 720-0000-2020 Refund Check 9.61 OLSEN CHAD & LAUREN 10/14/2021 700-0000-2020 Refund Check 1.38 OLSEN CHAD & LAUREN 10/14/2021 700-0000-2020 Refund Check 15.68 OLSEN CHAD & LAUREN 10/14/2021 701-0000-2020 Refund Check 38.94 OLSEN CHAD & LAUREN 65.61 ON-SITE TITLE 10/14/2021 700-0000-2020 Refund Check 5.28 ON-SITE TITLE 10/14/2021 701-0000-2020 Refund Check 6.07 ON-SITE TITLE 10/14/2021 720-0000-2020 Refund Check 7.25 ON-SITE TITLE 10/14/2021 700-0000-2020 Refund Check 1.03 ON-SITE TITLE 19.63 Pinnacle Pest Control 10/14/2021 700-7019-4510 Treatment 100.00 Pinnacle Pest Control 10/14/2021 700-7043-4510 Treatment 100.00 Pinnacle Pest Control 10/14/2021 700-0000-4510 Treatment 180.00 Pinnacle Pest Control 10/14/2021 701-0000-4510 Treatment 70.00 Pinnacle Pest Control 450.00 Pitney Bowes Inc.10/07/2021 101-1170-4110 Office Supplies 76.49 Pitney Bowes Inc. 76.49 PREMIER TITLE INSURANCE AGENCY 10/14/2021 700-0000-2020 Refund Check 41.44 PREMIER TITLE INSURANCE AGENCY 10/14/2021 701-0000-2020 Refund Check 55.98 PREMIER TITLE INSURANCE AGENCY 10/14/2021 720-0000-2020 Refund Check 23.28 PREMIER TITLE INSURANCE AGENCY 10/14/2021 700-0000-2020 Refund Check 3.32 PREMIER TITLE INSURANCE AGENCY 124.02 RAINBOW TREE COMPANY 10/14/2021 720-7202-4300 Cemetery Oak Borer treatment 289.00 RAINBOW TREE COMPANY 289.00 Resource Environmental Solutions, LLC 10/14/2021 720-7202-4300 Preserve Prairie Management 1,204.00 Resource Environmental Solutions, LLC 1,204.00 RJI Professionals Inc 10/07/2021 101-1250-3301 550 Indian Hill Rd - Permit # P2021-04159 197.80 RJI Professionals Inc 197.80 RUBIN YAEL 10/14/2021 700-0000-2020 Refund Check 4.08 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 7 of 11 82 Name Check Da Account Description Amount RUBIN YAEL 10/14/2021 700-0000-2020 Refund Check 106.54 RUBIN YAEL 10/14/2021 701-0000-2020 Refund Check 119.39 RUBIN YAEL 10/14/2021 720-0000-2020 Refund Check 28.58 RUBIN YAEL 258.59 SCALLON SHELLY & GREGORY 10/14/2021 701-0000-2020 Refund Check 7.58 SCALLON SHELLY & GREGORY 10/14/2021 720-0000-2020 Refund Check 1.03 SCALLON SHELLY & GREGORY 8.61 Seefeldt Mark & Jennifer 10/07/2021 720-7204-4901 Waterwise Rebate 100.00 Seefeldt Mark & Jennifer 100.00 SEH 10/07/2021 101-1310-4300 Water Model Update 387.50 SEH 387.50 SHERWIN WILLIAMS 10/07/2021 700-0000-4150 Tax Corrections 11.40 SHERWIN WILLIAMS 10/07/2021 701-0000-4150 Tax Corrections 11.40 SHERWIN WILLIAMS 10/07/2021 700-0000-4150 Return -1.15 SHERWIN WILLIAMS 10/07/2021 701-0000-4150 Return -1.14 SHERWIN WILLIAMS 10/07/2021 701-0000-4150 Refund -219.75 SHERWIN WILLIAMS 10/07/2021 700-0000-4150 Refund -219.75 SHERWIN WILLIAMS 10/07/2021 701-0000-4150 Materials 209.50 SHERWIN WILLIAMS 10/07/2021 700-0000-4150 Materials 209.49 SHERWIN WILLIAMS 10/07/2021 701-0000-4150 Materials 122.65 SHERWIN WILLIAMS 10/07/2021 700-0000-4150 Materials 122.64 SHERWIN WILLIAMS 10/14/2021 700-0000-4150 Materials 2.29 SHERWIN WILLIAMS 247.58 SM HENTGES & SONS 10/14/2021 605-6503-4751 CSAH 101 10,523.00 SM HENTGES & SONS 10/14/2021 605-6502-4751 CSAH 101 366,809.32 SM HENTGES & SONS 377,332.32 SOFTWARE HOUSE INTERNATIONAL 10/07/2021 101-1160-4220 Symantec AV 2,430.00 SOFTWARE HOUSE INTERNATIONAL 10/07/2021 101-1160-4220 Vmware Support 646.00 SOFTWARE HOUSE INTERNATIONAL 3,076.00 Southwest Metro Chamber of Commerce 10/14/2021 101-1120-4370 Luncheon - Kim M, Laurie H, Matt U 120.00 Southwest Metro Chamber of Commerce 120.00 Southwest Suburban Publishing 10/14/2021 101-1110-4340 Publishing 35.35 Southwest Suburban Publishing 10/14/2021 101-1110-4340 Publishing 60.10 Southwest Suburban Publishing 10/14/2021 101-1110-4340 Publishing 74.24 Southwest Suburban Publishing 10/14/2021 101-1410-4340 Publishing 35.35 Southwest Suburban Publishing 10/14/2021 101-1410-4340 Publishing 31.82 Southwest Suburban Publishing 10/14/2021 101-1410-4340 Publishing 31.82 Southwest Suburban Publishing 10/14/2021 101-1110-4340 Publishing -14.81 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 8 of 11 83 Name Check Da Account Description Amount Southwest Suburban Publishing 253.87 SPANGRUD MARK & KRISTIN 10/14/2021 700-0000-2020 Refund Check 20.50 SPANGRUD MARK & KRISTIN 10/14/2021 701-0000-2020 Refund Check 7.00 SPANGRUD MARK & KRISTIN 10/14/2021 720-0000-2020 Refund Check 3.78 SPANGRUD MARK & KRISTIN 10/14/2021 700-0000-2020 Refund Check 0.54 SPANGRUD MARK & KRISTIN 31.82 Stantec Consulting Services, Inc.10/07/2021 720-7025-4300 Cranes Vineyard 3,952.25 Stantec Consulting Services, Inc. 3,952.25 TARDIA LITFI & IRMA 10/14/2021 700-0000-2020 Refund Check 22.89 TARDIA LITFI & IRMA 22.89 The Hartford 10/07/2021 101-1120-4045 LTD - October 89.09 The Hartford 10/07/2021 101-1125-4045 LTD - October 39.63 The Hartford 10/07/2021 101-1130-4045 LTD - October 58.67 The Hartford 10/07/2021 101-1160-4045 LTD - October 45.50 The Hartford 10/07/2021 101-1250-4045 LTD - October 130.98 The Hartford 10/07/2021 101-1310-4045 LTD - October 92.69 The Hartford 10/07/2021 101-1320-4045 LTD - October 182.87 The Hartford 10/07/2021 101-1370-4045 LTD - October 56.27 The Hartford 10/07/2021 101-1520-4045 LTD - October 28.64 The Hartford 10/07/2021 101-1530-4045 LTD - October 17.69 The Hartford 10/07/2021 101-1560-4045 LTD - October 14.76 The Hartford 10/07/2021 101-1600-4045 LTD - October 27.91 The Hartford 10/07/2021 101-1700-4045 LTD - October 3.10 The Hartford 10/07/2021 101-1550-4045 LTD - October 126.73 The Hartford 10/07/2021 101-1420-4045 LTD - October 98.20 The Hartford 10/07/2021 101-1430-4045 LTD - October 5.88 The Hartford 10/07/2021 210-0000-4045 LTD - October 23.80 The Hartford 10/07/2021 720-7201-4045 LTD - October 6.94 The Hartford 10/07/2021 720-7202-4045 LTD - October 6.94 The Hartford 10/07/2021 101-1170-4045 LTD - October 16.25 The Hartford 10/07/2021 101-1220-4045 LTD - October 65.23 The Hartford 10/07/2021 701-0000-4045 LTD - October 93.86 The Hartford 10/07/2021 700-0000-4045 LTD - October 126.62 The Hartford 10/07/2021 720-0000-4045 LTD - October 51.80 The Hartford 1,410.05 TimeSaver Off Site Secretarial, Inc 10/07/2021 210-0000-4300 Meeting Minutes 489.00 TimeSaver Off Site Secretarial, Inc 489.00 TITLE MARK LLC 10/14/2021 701-0000-2020 Refund Check 27.26 TITLE MARK LLC 27.26 TITLEMARK LLC 10/14/2021 700-0000-2020 Refund Check 6.57 TITLEMARK LLC 10/14/2021 701-0000-2020 Refund Check 5.75 TITLEMARK LLC 10/14/2021 720-0000-2020 Refund Check 9.44 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 9 of 11 84 Name Check Da Account Description Amount TITLEMARK LLC 10/14/2021 700-0000-2020 Refund Check 1.34 TITLEMARK LLC 23.10 TRADEMARK TITLE SERVICES 10/14/2021 700-0000-2020 Refund Check 59.77 TRADEMARK TITLE SERVICES 59.77 Truwest, LLC 10/14/2021 101-0000-2072 As-Built - 710 Crossroads Court - Permit 2020-00893 2,500.00 Truwest, LLC 2,500.00 United Rentals (North America), Inc.10/14/2021 101-1320-4370 Safety Course 540.00 United Rentals (North America), Inc.10/14/2021 700-0000-4370 Safety Course 810.00 United Rentals (North America), Inc.10/14/2021 101-1550-4370 Safety Course 405.00 United Rentals (North America), Inc. 1,755.00 Vertex Unmanned Solutions, LLC 10/07/2021 210-0000-4705 Equipment 3,294.00 Vertex Unmanned Solutions, LLC 3,294.00 WALDORF TAYLOR & HALEY 10/14/2021 700-0000-2020 Refund Check 16.84 WALDORF TAYLOR & HALEY 10/14/2021 701-0000-2020 Refund Check 21.67 WALDORF TAYLOR & HALEY 10/14/2021 720-0000-2020 Refund Check 14.50 WALDORF TAYLOR & HALEY 10/14/2021 700-0000-2020 Refund Check 2.39 WALDORF TAYLOR & HALEY 55.40 Waste Management of Minnesota, Inc 10/07/2021 101-1550-4300 Monthly Service 21.06 Waste Management of Minnesota, Inc 10/07/2021 101-1613-4410 Monthly Service 27.82 Waste Management of Minnesota, Inc 10/14/2021 101-1220-4350 Monthly Service 83.74 Waste Management of Minnesota, Inc 10/14/2021 101-1170-4350 Monthly Service 220.88 Waste Management of Minnesota, Inc 10/14/2021 101-1220-4350 Monthly Service 32.63 Waste Management of Minnesota, Inc 10/14/2021 101-1190-4350 Monthly Service 258.38 Waste Management of Minnesota, Inc 10/14/2021 101-1370-4350 Monthly Service 130.47 Waste Management of Minnesota, Inc 10/14/2021 700-0000-4350 Monthly Service 16.30 Waste Management of Minnesota, Inc 10/14/2021 701-0000-4350 Monthly Service 16.30 Waste Management of Minnesota, Inc 10/14/2021 101-1550-4350 Monthly Service 513.37 Waste Management of Minnesota, Inc 1,320.95 WATERMARK TITLE 10/14/2021 700-0000-2020 Refund Check 0.35 WATERMARK TITLE 10/14/2021 701-0000-2020 Refund Check 1.66 WATERMARK TITLE 10/14/2021 720-0000-2020 Refund Check 2.51 WATERMARK TITLE 10/14/2021 700-0000-2020 Refund Check 0.61 WATERMARK TITLE 5.13 White Becki 10/07/2021 101-1220-4290 Lunch for standby personal 72.75 White Becki 72.75 WRIGHT MICHAEL & BETTY 10/14/2021 700-0000-2020 Refund Check 27.34 WRIGHT MICHAEL & BETTY 10/14/2021 701-0000-2020 Refund Check 3.51 WRIGHT MICHAEL & BETTY 10/14/2021 720-0000-2020 Refund Check 3.28 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 10 of 11 85 Name Check Da Account Description Amount WRIGHT MICHAEL & BETTY 10/14/2021 700-0000-2020 Refund Check 0.47 WRIGHT MICHAEL & BETTY 34.60 YEARNEAU MICHAEL 10/14/2021 700-0000-2020 Refund Check 1.87 YEARNEAU MICHAEL 10/14/2021 701-0000-2020 Refund Check 0.78 YEARNEAU MICHAEL 10/14/2021 720-0000-2020 Refund Check 1.91 YEARNEAU MICHAEL 10/14/2021 700-0000-2020 Refund Check 0.57 YEARNEAU MICHAEL 5.13 ZETTLE BARBARA & PATRICK 10/14/2021 720-0000-2020 Refund Check 2.57 ZETTLE BARBARA & PATRICK 10/14/2021 700-0000-2020 Refund Check 4.22 ZETTLE BARBARA & PATRICK 10/14/2021 700-0000-2020 Refund Check 30.13 ZETTLE BARBARA & PATRICK 10/14/2021 701-0000-2020 Refund Check 42.81 ZETTLE BARBARA & PATRICK 79.73 ZUNKER RYAN 10/14/2021 700-0000-2020 Refund Check 40.53 ZUNKER RYAN 10/14/2021 701-0000-2020 Refund Check 62.61 ZUNKER RYAN 10/14/2021 720-0000-2020 Refund Check 21.10 ZUNKER RYAN 10/14/2021 700-0000-2020 Refund Check 3.01 ZUNKER RYAN 127.25 797,403.09 Accounts Payable - Check Detail-Checks (10/15/2021 - 8:55 AM)Page 11 of 11 86 Accounts Payable Check Detail-ACH User: dwashburn Printed: 10/15/2021 - 8:56 AM Name Check D Account Description Amount Active911 Inc 07/16/2021 101-1220-4300 Annual Active911 subscription 775.00 Active911 Inc 775.00 Amazon 07/16/2021 700-7043-4510 Stethoscope Holder/storage rack 189.40 Amazon 07/16/2021 101-1170-4110 Coffee Creamer 49.15 Amazon 07/16/2021 700-7019-4510 Indoor/Outdoor Sprinkler Controller 89.99 Amazon 07/16/2021 700-7019-4510 Materials 372.45 Amazon 07/16/2021 700-0000-4550 Materials 53.69 Amazon 07/16/2021 700-0000-4370 Picture Frame 8.67 Amazon 07/16/2021 701-0000-4370 Picture Frame 8.66 Amazon 07/16/2021 101-1160-4300 Sewer Televising Videos Access Fee June 1.23 Amazon 07/16/2021 101-1310-4240 Chest Waders 102.76 Amazon 07/16/2021 101-1170-4110 Office supplies foam board 39.89 Amazon 07/16/2021 400-4126-4703 keyboard mouse combos for new positions 209.97 Amazon 07/16/2021 400-4126-4703 computer monitors for new positions 569.97 Amazon 07/16/2021 400-4126-4703 Replacement PC monitors Kevin Z 383.98 Amazon 07/16/2021 400-4126-4703 otterbox case for cell phone David Ding 48.35 Amazon 07/16/2021 400-4126-4703 surface dock Kate A 163.99 Amazon 07/16/2021 400-4126-4703 surface book 3 for comm manager 2,229.00 Amazon 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies -20.99 Amazon 07/16/2021 400-4126-4703 KVM for server room Cables for different docking stations 83.93 Amazon 07/16/2021 400-4126-4703 surface pen Kate A 88.00 Amazon 07/16/2021 101-1160-4150 Cat cables and electrical tape 47.13 Amazon 07/16/2021 400-4126-4703 computer monitor for server room 133.99 Amazon 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 22.66 Amazon 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 458.68 Amazon 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 5.40 Amazon 07/16/2021 101-1220-4290 Fire Line Tape 150.31 Amazon 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 17.94 Amazon 07/16/2021 101-1220-4120 Unibody Gate Valves for Turn Out Gear Dryer 100.68 Amazon 07/16/2021 101-1530-4150 SDS Books 25.94 Amazon 07/16/2021 101-1806-4130 Tie Dye for Camp 36.68 Amazon 5,671.50 AMERICAN ENGINEERING TESTING 10/07/2021 605-6502-4300 CSAH 101 7,426.30 AMERICAN ENGINEERING TESTING 7,426.30 American Family Life Assurance Company of Columbus10/07/2021 101-0000-2008 September Insurance 39.78 American Family Life Assurance Company of Columbus 39.78 Apadana LLC 10/14/2021 400-4003-4706 Service Work 26,178.13 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 1 of 11 87 Name Check D Account Description Amount Apadana LLC 26,178.13 Apple.com 07/16/2021 701-0000-4310 Storage 0.99 Apple.com 07/16/2021 101-1220-4310 Apple Storage 0.99 Apple.com 1.98 Association of MN Emergency Managers 07/16/2021 101-1220-4360 Membership 100.00 Association of MN Emergency Managers 100.00 BENEFIT EXTRAS INC 10/14/2021 101-0000-2012 Cobra 65.00 BENEFIT EXTRAS INC 10/14/2021 101-1120-4300 Cobra 202.20 BENEFIT EXTRAS INC 267.20 BENSON KAYE L 10/07/2021 101-1539-4300 Fit for Life Instructor 572.00 BENSON KAYE L 572.00 BROADWAY AWARDS 10/14/2021 101-1170-4110 Supplies 54.31 BROADWAY AWARDS 54.31 Cabin Fever Sporting Goods 07/16/2021 101-1613-4130 Fishing supplies 512.00 Cabin Fever Sporting Goods 512.00 CarteGraph Systems 10/14/2021 101-1160-4300 SeeClickFix Annual Renewal 13,184.00 CarteGraph Systems 10/14/2021 400-4117-4703 Cartegraph OMS Annual Maintenance 9,498.19 CarteGraph Systems 10/14/2021 701-7025-4703 Cartegraph OMS Annual Maintenance 9,498.19 CarteGraph Systems 10/14/2021 720-7025-4703 Cartegraph OMS Annual Maintenance 9,498.19 CarteGraph Systems 10/14/2021 700-7025-4703 Cartegraph OMS Annual Maintenance 9,498.18 CarteGraph Systems 51,176.75 Carver County 10/07/2021 601-6303-2019 CSAH 18 Reconstruction 1,645,000.00 Carver County 1,645,000.00 Chick-Fil-A 07/16/2021 101-1160-4370 Training 13.24 Chick-Fil-A 07/16/2021 101-1250-4370 Training 52.95 Chick-Fil-A 07/16/2021 101-1320-4370 Training 141.22 Chick-Fil-A 07/16/2021 101-1370-4370 Training 47.66 Chick-Fil-A 07/16/2021 101-1520-4370 Training 17.65 Chick-Fil-A 07/16/2021 101-1550-4370 Training 141.23 Chick-Fil-A 07/16/2021 101-1170-4370 Training 17.65 Chick-Fil-A 07/16/2021 701-0000-4370 Training 66.19 Chick-Fil-A 07/16/2021 700-0000-4370 Training 83.84 Chick-Fil-A 07/16/2021 720-0000-4370 Training 0.88 Chick-Fil-A 07/16/2021 101-1210-4300 Training 18.00 Chick-Fil-A 07/16/2021 101-1120-4370 Training 49.50 Chick-Fil-A 07/16/2021 101-1130-4370 Training 51.48 Chick-Fil-A 07/16/2021 101-1160-4370 Training 13.50 Chick-Fil-A 07/16/2021 101-1250-4370 Training 72.00 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 2 of 11 88 Name Check D Account Description Amount Chick-Fil-A 07/16/2021 101-1310-4370 Training 92.88 Chick-Fil-A 07/16/2021 101-1320-4370 Training 18.00 Chick-Fil-A 07/16/2021 101-1370-4370 Training 4.50 Chick-Fil-A 07/16/2021 101-1520-4370 Training 18.00 Chick-Fil-A 07/16/2021 101-1530-4370 Training 18.00 Chick-Fil-A 07/16/2021 101-1560-4370 Training 18.00 Chick-Fil-A 07/16/2021 101-1600-4370 Training 32.40 Chick-Fil-A 07/16/2021 101-1700-4370 Training 3.60 Chick-Fil-A 07/16/2021 101-1550-4370 Training 4.50 Chick-Fil-A 07/16/2021 101-1420-4370 Training 99.89 Chick-Fil-A 07/16/2021 101-1430-4370 Training 4.50 Chick-Fil-A 07/16/2021 210-0000-4370 Training 4.50 Chick-Fil-A 07/16/2021 720-7201-4370 Training 9.00 Chick-Fil-A 07/16/2021 720-7202-4370 Training 9.00 Chick-Fil-A 07/16/2021 101-1220-4370 Training 36.00 Chick-Fil-A 07/16/2021 701-0000-4370 Training 20.79 Chick-Fil-A 07/16/2021 700-0000-4370 Training 38.78 Chick-Fil-A 07/16/2021 720-0000-4370 Training 47.16 Chick-Fil-A 1,266.49 Corporate Card Annual Fee 07/16/2021 101-1130-4300 Annual Fee - Chad Syverson 12.00 Corporate Card Annual Fee 07/16/2021 101-1130-4300 Annual Renewal Fee 12.00 Corporate Card Annual Fee 07/16/2021 101-1130-4300 Annual Fee 12.00 Corporate Card Annual Fee 07/16/2021 101-1130-4300 Annual Fee - Gary Berg 12.00 Corporate Card Annual Fee 48.00 Crown Awards 07/16/2021 101-1806-4130 participant medals 534.49 Crown Awards 07/16/2021 101-1807-4130 participant medals 534.50 Crown Awards 07/16/2021 101-1530-4130 Awards for dancers 32.49 Crown Awards 1,101.48 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 40.29 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 27.98 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 19.24 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 25.36 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 6.00 Cub Foods 07/16/2021 700-7019-4160 Distilled Water 5.34 Cub Foods 07/16/2021 101-1540-4130 Concession stand supplies 38.19 Cub Foods 07/16/2021 101-1370-4350 Cleaning Supplies 41.79 Cub Foods 07/16/2021 101-1560-4130 Donation drive grocery supplies 16.84 Cub Foods 07/16/2021 101-1560-4300 Lunch supplies for speaker program 123.98 Cub Foods 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 2.69 Cub Foods 07/16/2021 101-1620-4130 Concert Series concession items 65.66 Cub Foods 07/16/2021 101-1220-4290 Food for Training 18.57 Cub Foods 07/16/2021 101-1806-4130 water freezies 14.35 Cub Foods 446.28 DALCO ENTERPRISES, INC.10/14/2021 400-4130-4706 Soap Dispensers 325.64 DALCO ENTERPRISES, INC.10/14/2021 101-1170-4110 Supplies 68.84 DALCO ENTERPRISES, INC. 394.48 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 3 of 11 89 Name Check D Account Description Amount Department of Natural Resources 07/16/2021 101-1540-4300 Boat Registration 52.70 Department of Natural Resources 52.70 Domino's Pizza 07/16/2021 101-1616-4130 Staff training dinner 69.68 Domino's Pizza 07/16/2021 101-1616-4130 Staff training dinner 10.72 Domino's Pizza 80.40 Epic Event Rental 07/16/2021 101-1600-4300 Memorial day ceremony chair rental 606.38 Epic Event Rental 606.38 Fleet Farm 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 54.74 Fleet Farm 07/16/2021 101-1613-4130 4th of July supplies 122.66 Fleet Farm 177.40 Fun Express LLC 07/16/2021 101-1613-4130 4th of July contest prizes 732.36 Fun Express LLC 732.36 Global Industrial Solutions 07/16/2021 101-1170-4150 Water filters for Drinking fountains 210.58 Global Industrial Solutions 210.58 GOPHER STATE ONE-CALL INC 10/07/2021 400-0000-4300 Service Calls 643.95 GOPHER STATE ONE-CALL INC 643.95 GS DIRECT INC 10/07/2021 101-1170-4110 Supplies 781.68 GS DIRECT INC 781.68 Haman Melissa 10/07/2021 101-1160-4370 Mileage Reimbursement 10.46 Haman Melissa 10.46 Hartman Companies Inc 07/16/2021 101-1550-4150 Flowers for Chan Sign 974.97 Hartman Companies Inc 974.97 Health Strategies 10/07/2021 101-1220-4300 Medical Exam 180.00 Health Strategies 180.00 Home Depot 07/16/2021 700-7043-4550 Materials 102.74 Home Depot 07/16/2021 700-7019-4510 Materials 40.73 Home Depot 07/16/2021 700-0000-4550 Materials 29.98 Home Depot 07/16/2021 701-0000-4551 Materials 4.25 Home Depot 07/16/2021 701-0000-4551 Materials 26.48 Home Depot 07/16/2021 701-0000-4551 Materials 15.59 Home Depot 07/16/2021 400-4126-4703 Dehumidifier Server Room 60 Pint Box Fan 278.08 Home Depot 07/16/2021 101-1550-4120 Supplies 142.99 Home Depot 640.84 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 4 of 11 90 Name Check D Account Description Amount Hydro-Klean LLC 10/14/2021 701-7013-4751 2022 I&I Sanitary Sewer Project 48,092.58 Hydro-Klean LLC 48,092.58 IMPERIAL PORTA PALACE 10/07/2021 101-1550-4400 Portable Restrooms 4,953.80 IMPERIAL PORTA PALACE 4,953.80 Indelco Plastics Corporation 07/16/2021 700-7019-4550 Supplies 118.08 Indelco Plastics Corporation 07/16/2021 700-7019-4550 Supplies 132.91 Indelco Plastics Corporation 07/16/2021 700-7043-4550 Supplies 75.49 Indelco Plastics Corporation 326.48 Indoor Landscapes Inc 10/07/2021 101-1170-4300 October Plant Service 187.00 Indoor Landscapes Inc 187.00 Innovative Office Solutions LLC 10/07/2021 101-1170-4110 Office Supplies 10.08 Innovative Office Solutions LLC 10/07/2021 101-1170-4110 Supplies 396.64 Innovative Office Solutions LLC 10/14/2021 101-1600-4340 Office Supplies 63.59 Innovative Office Solutions LLC 10/14/2021 101-1170-4110 Office Supplies 6.58 Innovative Office Solutions LLC 10/14/2021 101-1170-4110 Office Supplies 207.69 Innovative Office Solutions LLC 684.58 J.J. Keller & Associates Inc 07/16/2021 101-1220-4120 Supplies 25.00 J.J. Keller & Associates Inc 07/16/2021 101-1320-4120 Supplies 25.00 J.J. Keller & Associates Inc 07/16/2021 101-1550-4120 Supplies 25.00 J.J. Keller & Associates Inc 07/16/2021 700-0000-4120 Supplies 25.00 J.J. Keller & Associates Inc 100.00 Jamf Software, LLC 07/16/2021 101-1160-4300 Monthly MDM charge for ipads 54.00 Jamf Software, LLC 54.00 Jimmy Johns 07/16/2021 101-1616-4130 Staff training dinner 72.99 Jimmy Johns 72.99 KIMLEY HORN AND ASSOCIATES INC 10/07/2021 601-6043-4300 Minnewashta Parkway Rehab 38,486.72 KIMLEY HORN AND ASSOCIATES INC 10/07/2021 601-6047-4300 2020 Pavement Rehab 4,639.21 KIMLEY HORN AND ASSOCIATES INC 10/07/2021 400-0000-1155 Private Developement Inspections 1,300.50 KIMLEY HORN AND ASSOCIATES INC 44,426.43 Macqueen Emergency Group 10/07/2021 101-1220-4530 Medical Fittings 3,040.00 Macqueen Emergency Group 3,040.00 Marco Inc 10/14/2021 101-1170-4410 Copiers 757.50 Marco Inc 10/14/2021 700-0000-4410 Copiers 101.00 Marco Inc 10/14/2021 701-0000-4410 Copiers 101.00 Marco Inc 10/14/2021 720-0000-4410 Copiers 50.50 Marco Inc 10/14/2021 400-4109-4703 Konica Copiers Lease Fee - September 810.00 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 5 of 11 91 Name Check D Account Description Amount Marco Inc 1,820.00 Menards 07/16/2021 700-7043-4550 Materials 98.61 Menards 07/16/2021 701-0000-4551 Materials 1.77 Menards 07/16/2021 101-1530-4130 Lobby planter soil plant food 77.86 Menards 07/16/2021 101-1530-4130 return of soil -19.31 Menards 158.93 MERLINS ACE HARDWARE 10/07/2021 101-1170-4150 Materials 37.03 MERLINS ACE HARDWARE 10/07/2021 101-1220-4120 Supplies 64.77 MERLINS ACE HARDWARE 10/07/2021 101-1220-4290 Supplies 13.52 MERLINS ACE HARDWARE 10/07/2021 101-1220-4370 Materials 68.88 MERLINS ACE HARDWARE 10/07/2021 101-1320-4120 Supplies 13.79 MERLINS ACE HARDWARE 10/07/2021 101-1530-4130 Supplies 26.37 MERLINS ACE HARDWARE 10/07/2021 101-1550-4120 Supplies 13.47 MERLINS ACE HARDWARE 10/07/2021 700-0000-4120 Supplies 14.92 MERLINS ACE HARDWARE 10/07/2021 700-0000-4140 Supplies 161.99 MERLINS ACE HARDWARE 10/07/2021 700-0000-4150 Materials 59.14 MERLINS ACE HARDWARE 10/07/2021 700-7019-4120 Supplies 5.93 MERLINS ACE HARDWARE 10/07/2021 720-7207-4150 Materials 5.93 MERLINS ACE HARDWARE 485.74 Minnesota Rural Water Association 07/16/2021 700-0000-4360 Membership - Michael Wegner 50.00 Minnesota Rural Water Association 50.00 Minnesota Trophies & Gifts 07/16/2021 101-1613-4130 4th of July fishing contest trophies and medallion 150.20 Minnesota Trophies & Gifts 150.20 MN DEPT OF LABOR AND INDUSTRY 10/14/2021 700-7043-4510 Boiler 10.00 MN DEPT OF LABOR AND INDUSTRY 10.00 MN VALLEY ELECTRIC COOP 10/07/2021 101-1350-4320 Monthly Service 191.23 MN VALLEY ELECTRIC COOP 10/07/2021 101-1350-4320 Monthly Service 32.14 MN VALLEY ELECTRIC COOP 10/07/2021 101-1350-4320 Monthly Service 35.12 MN VALLEY ELECTRIC COOP 10/07/2021 101-1350-4320 Monthly Service 91.89 MN VALLEY ELECTRIC COOP 10/14/2021 101-1350-4320 Monthly Service 5,020.99 MN VALLEY ELECTRIC COOP 10/14/2021 101-1600-4320 Monthly Service 35.69 MN VALLEY ELECTRIC COOP 10/14/2021 700-0000-4320 Monthly Service 34.74 MN VALLEY ELECTRIC COOP 10/14/2021 701-0000-4320 Monthly Service 462.71 MN VALLEY ELECTRIC COOP 10/14/2021 605-6502-4300 Monthly Service 79.26 MN VALLEY ELECTRIC COOP 10/14/2021 101-1350-4320 Monthly Service 215.93 MN VALLEY ELECTRIC COOP 6,199.70 Monoprice.com 07/16/2021 101-1170-4110 Supplies 214.74 Monoprice.com 214.74 NAPA AUTO & TRUCK PARTS 10/07/2021 101-1370-4140 Supplies 56.99 NAPA AUTO & TRUCK PARTS 10/07/2021 101-1370-4140 Supplies 71.40 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 6 of 11 92 Name Check D Account Description Amount NAPA AUTO & TRUCK PARTS 10/07/2021 101-1370-4140 Supplies 203.62 NAPA AUTO & TRUCK PARTS 332.01 National Mahjongg League 07/16/2021 101-1560-4300 Supplies Cards for Mah Jongg class 130.00 National Mahjongg League 130.00 Northern Tool+Equipment 07/16/2021 101-1370-4120 Floor Lock 18.27 Northern Tool+Equipment 07/16/2021 101-1220-4120 Tire 96.75 Northern Tool+Equipment 07/16/2021 101-1550-4120 Supplies 23.64 Northern Tool+Equipment 138.66 Occupational Safety and Health Adminstration 07/16/2021 700-0000-4370 Refresher Course 39.00 Occupational Safety and Health Adminstration 07/16/2021 700-0000-4370 Refresher Course 39.00 Occupational Safety and Health Adminstration 78.00 Office Max/Office Depot 07/16/2021 700-0000-4550 Materials 137.06 Office Max/Office Depot 07/16/2021 700-0000-4340 Ink 42.94 Office Max/Office Depot 07/16/2021 101-1170-4110 Office Supplies 13.94 Office Max/Office Depot 07/16/2021 101-1320-4150 File - Return -30.05 Office Max/Office Depot 07/16/2021 101-1320-4150 File 30.05 Office Max/Office Depot 07/16/2021 101-1320-4150 Office Supplies 32.20 Office Max/Office Depot 07/16/2021 101-1170-4110 Office Supplies 95.30 Office Max/Office Depot 321.44 Olsen Chain and Cable 07/16/2021 701-0000-4140 Supplies 47.67 Olsen Chain and Cable 07/16/2021 700-0000-4140 Supplies 47.66 Olsen Chain and Cable 95.33 Olson Annika 10/07/2021 101-1538-4300 Safe Kids Training Instruction 200.00 Olson Annika 200.00 O'Reilly Automotive Inc 10/07/2021 101-1320-4120 Supplies 15.66 O'Reilly Automotive Inc 10/07/2021 101-1550-4120 Supplies 31.91 O'Reilly Automotive Inc 10/07/2021 101-1370-4140 Supplies 31.55 O'Reilly Automotive Inc 10/07/2021 700-0000-4120 Supplies 49.00 O'Reilly Automotive Inc 10/07/2021 101-1320-4120 Supplies 166.59 O'Reilly Automotive Inc 294.71 Pizza Man 07/16/2021 101-1220-4370 food for auto ex training Chan Fire Dept 147.85 Pizza Man 147.85 Pizzaioli 07/16/2021 101-1220-4370 food for training day weekend 16 people 76.10 Pizzaioli 76.10 Plant Place 07/16/2021 101-1550-4150 PREMIUM ANNUAL 13.51 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 7 of 11 93 Name Check D Account Description Amount Plant Place 13.51 POMP'S TIRE SERVICE INC 10/14/2021 101-1550-4140 Tires 1,359.48 POMP'S TIRE SERVICE INC 1,359.48 Postmaster 07/16/2021 700-0000-4330 Postage 8.30 Postmaster 07/16/2021 101-1310-4120 Postage Fee for shipping traffic counters for Engineering Dept 13.90 Postmaster 22.20 Potbelly Sandwich Shop 07/16/2021 101-1110-4370 City Council Dinner 131.79 Potbelly Sandwich Shop 131.79 Premium Waters, Inc 10/14/2021 101-1550-4120 Monthly Service 4.00 Premium Waters, Inc 10/14/2021 101-1550-4120 Monthly Service 72.39 Premium Waters, Inc 10/14/2021 101-1550-4120 Monthly Service 3.00 Premium Waters, Inc 10/14/2021 101-1550-4120 Monthly Service 102.39 Premium Waters, Inc 10/14/2021 101-1550-4120 Monthly Service 3.00 Premium Waters, Inc 184.78 Primary Fluid Systems Inc 07/16/2021 700-7019-4550 Materials 318.47 Primary Fluid Systems Inc 07/16/2021 700-7043-4550 Materials 318.47 Primary Fluid Systems Inc 636.94 Pro-Tec Design, Inc.10/14/2021 101-1160-4530 Repairs 1,012.51 Pro-Tec Design, Inc. 1,012.51 PumpAlarm.com 07/16/2021 700-0000-4310 Monitoring Device 49.99 PumpAlarm.com 49.99 RBM SERVICES INC 10/14/2021 101-1170-4350 Nightly Janitoral 3,801.59 RBM SERVICES INC 10/14/2021 101-1190-4350 Nightly Janitoral 3,682.49 RBM SERVICES INC 7,484.08 Sam's Club 07/16/2021 101-1560-4300 Food and paper supplies for Mayed for Memories Sr Ctr program 111.91 Sam's Club 111.91 Software House International 07/16/2021 400-4117-4703 BlueBeam Revu STD Fire Marshal 423.38 Software House International 423.38 Speedway 07/16/2021 700-0000-4170 Fuel 81.90 Speedway 81.90 Sprinkler Warehouse 07/16/2021 101-1550-4151 Irrigation Supplies 1,060.35 Sprinkler Warehouse 07/16/2021 101-1550-4151 Irrigation Supplies - Return -72.83 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 8 of 11 94 Name Check D Account Description Amount Sprinkler Warehouse 987.52 Stratoguard, LLC 07/16/2021 101-1160-4300 Ext Email Filter Service June 177.60 Stratoguard, LLC 177.60 Sun Life Financial 10/07/2021 101-1120-4046 October Life Insurance 35.64 Sun Life Financial 10/07/2021 101-1125-4046 October Life Insurance 15.64 Sun Life Financial 10/07/2021 101-1130-4046 October Life Insurance 23.60 Sun Life Financial 10/07/2021 101-1160-4046 October Life Insurance 18.01 Sun Life Financial 10/07/2021 101-1250-4046 October Life Insurance 51.83 Sun Life Financial 10/07/2021 101-1310-4046 October Life Insurance 45.74 Sun Life Financial 10/07/2021 101-1320-4046 October Life Insurance 63.48 Sun Life Financial 10/07/2021 101-1370-4046 October Life Insurance 22.33 Sun Life Financial 10/07/2021 101-1520-4046 October Life Insurance 11.33 Sun Life Financial 10/07/2021 101-1530-4046 October Life Insurance 7.01 Sun Life Financial 10/07/2021 101-1560-4046 October Life Insurance 5.86 Sun Life Financial 10/07/2021 101-1600-4046 October Life Insurance 10.97 Sun Life Financial 10/07/2021 101-1700-4046 October Life Insurance 1.22 Sun Life Financial 10/07/2021 101-1550-4046 October Life Insurance 50.33 Sun Life Financial 10/07/2021 101-1420-4046 October Life Insurance 39.24 Sun Life Financial 10/07/2021 101-1430-4046 October Life Insurance 2.33 Sun Life Financial 10/07/2021 210-0000-4046 October Life Insurance 9.36 Sun Life Financial 10/07/2021 720-7201-4046 October Life Insurance 2.74 Sun Life Financial 10/07/2021 720-7202-4046 October Life Insurance 2.74 Sun Life Financial 10/07/2021 101-1170-4046 October Life Insurance 6.43 Sun Life Financial 10/07/2021 101-1220-4046 October Life Insurance 26.31 Sun Life Financial 10/07/2021 701-0000-4046 October Life Insurance 37.30 Sun Life Financial 10/07/2021 700-0000-4046 October Life Insurance 50.25 Sun Life Financial 10/07/2021 720-0000-4046 October Life Insurance 20.66 Sun Life Financial 10/07/2021 101-0000-2011 October Life Insurance 669.17 Sun Life Financial 10/07/2021 700-0000-2011 October Life Insurance 152.70 Sun Life Financial 10/07/2021 701-0000-2011 October Life Insurance 152.70 Sun Life Financial 10/07/2021 720-0000-2011 October Life Insurance 10.86 Sun Life Financial 10/07/2021 101-0000-2011 October Life Insurance - Cobra 66.12 Sun Life Financial 1,611.90 Target 07/16/2021 101-1320-4150 Materials 22.53 Target 07/16/2021 101-1220-4370 water and powerade for training night 26.71 Target 07/16/2021 101-1530-4130 coffee 6.59 Target 07/16/2021 101-1613-4130 4th of July contest prizes 345.36 Target 07/16/2021 101-1616-4130 Summer Discovery Playground program supplies 19.10 Target 07/16/2021 101-1220-4120 bug spray for command vehicle 6.11 Target 07/16/2021 101-1807-4130 tshirts for camp 39.96 Target 07/16/2021 101-1807-4130 tshirts for camp 26.97 Target 07/16/2021 101-1807-4130 tshirts for camp 29.98 Target 523.31 TBEI, Inc 10/14/2021 101-1320-4120 Supplies 370.84 TBEI, Inc 370.84 TurfMaker Corp 07/16/2021 101-1550-4120 Supplies 173.46 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 9 of 11 95 Name Check D Account Description Amount TurfMaker Corp 173.46 University of Minnesota 07/16/2021 720-7202-4300 Lab test for white pine 45.00 University of Minnesota 45.00 US Bank Rebate 07/16/2021 101-1130-3903 US Bank rebate -1,289.57 US Bank Rebate -1,289.57 USABlueBook 07/16/2021 701-0000-4120 Supplies 50.91 USABlueBook 07/16/2021 700-0000-4120 Supplies 50.91 USABlueBook 101.82 VERIZON WIRELESS 10/07/2021 101-1220-4310 Monthly Service 40.01 VERIZON WIRELESS 10/07/2021 700-0000-4310 Monthly Service 87.57 VERIZON WIRELESS 10/07/2021 701-0000-4310 Monthly Service 87.57 VERIZON WIRELESS 10/07/2021 101-1550-4310 Monthly Service 465.28 VERIZON WIRELESS 10/07/2021 101-1520-4310 Monthly Service 41.44 VERIZON WIRELESS 10/07/2021 101-1600-4310 Monthly Service 57.54 VERIZON WIRELESS 10/07/2021 101-1530-4310 Monthly Service 41.44 VERIZON WIRELESS 10/07/2021 700-0000-4310 Monthly Service 750.21 VERIZON WIRELESS 10/07/2021 701-0000-4310 Monthly Service 491.04 VERIZON WIRELESS 10/07/2021 720-0000-4310 Monthly Service 222.24 VERIZON WIRELESS 10/07/2021 101-1160-4310 Monthly Service 129.32 VERIZON WIRELESS 10/07/2021 101-1120-4310 Monthly Service 151.47 VERIZON WIRELESS 10/07/2021 101-1170-4310 Monthly Service 37.41 VERIZON WIRELESS 10/07/2021 101-1260-4310 Monthly Service 76.45 VERIZON WIRELESS 10/07/2021 101-1250-4310 Monthly Service 319.37 VERIZON WIRELESS 10/07/2021 101-1310-4310 Monthly Service 152.26 VERIZON WIRELESS 10/07/2021 101-1370-4310 Monthly Service 90.10 VERIZON WIRELESS 10/07/2021 101-1320-4310 Monthly Service 341.46 VERIZON WIRELESS 10/07/2021 101-1220-4310 Monthly Service 503.00 VERIZON WIRELESS 10/07/2021 101-0000-2033 Monthly Service 11.26 VERIZON WIRELESS 10/07/2021 101-1110-4300 Monthly Service 40.01 VERIZON WIRELESS 10/07/2021 210-0000-4310 Monthly Service 31.44 VERIZON WIRELESS 4,167.89 Vista Print 07/16/2021 101-1613-4340 Flyers 1,664.84 Vista Print 07/16/2021 101-1613-4340 Pricing Correction Refund -382.94 Vista Print 07/16/2021 101-1613-4340 Flyers Return -33.39 Vista Print 1,248.51 Warning Lites of Minnesota, Inc.10/07/2021 101-1320-4410 Rental 465.00 Warning Lites of Minnesota, Inc. 465.00 WAYTEK INC 10/14/2021 101-1550-4120 Supplies 142.90 WAYTEK INC 142.90 WM MUELLER & SONS INC 10/07/2021 420-0000-4150 Materials 348.87 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 10 of 11 96 Name Check D Account Description Amount WM MUELLER & SONS INC 10/07/2021 420-0000-4150 Materials 349.74 WM MUELLER & SONS INC 10/14/2021 420-0000-4150 Materials 357.57 WM MUELLER & SONS INC 10/14/2021 700-0000-4150 Materials 144.26 WM MUELLER & SONS INC 1,200.44 WSB & ASSOCIATES INC 10/07/2021 601-6047-4300 2021 City Pavement Rehab 6,797.25 WSB & ASSOCIATES INC 10/07/2021 601-6047-4300 2021 City Pavement Rehab 4,947.75 WSB & ASSOCIATES INC 10/14/2021 420-0000-4300 2021 Pavement Management 8,182.50 WSB & ASSOCIATES INC 10/14/2021 601-6049-4300 2022 City Pavement Rehab 15,859.00 WSB & ASSOCIATES INC 10/14/2021 601-6049-4300 2022 City Pavement Rehab 13,939.00 WSB & ASSOCIATES INC 49,725.50 XCEL ENERGY INC 10/07/2021 701-0000-4320 Monthly Service 1,201.67 XCEL ENERGY INC 10/07/2021 700-0000-4320 Monthly Service 1,041.49 XCEL ENERGY INC 10/14/2021 700-0000-4320 Acct # 51-0010754175-0 - Monthly Service 3,618.05 XCEL ENERGY INC 5,861.21 Zoom 07/16/2021 101-1160-4300 Monthly Zoom Webinar charge Rec Center Admin 85.90 Zoom 85.90 1,936,076.37 Accounts Payable - Check Detail-ACH (10/15/2021 - 8:56 AM)Page 11 of 11 97 City Council Item October 25, 2021 Item Approve a Development Contract for Site Grading - Erhart Farm (Black Cherry Development, LLC) File No.Planning Case No. 2021-03 Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council Approves a Development Contract for site grading on Erhart Farm (Black Cherry Development, LLC)." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY On August 9, 2021 the Chanhassen City Council approved a request to rezone property from A-2 to RSF with the preliminary plat of 775 West 96th Street into 21 single-family lots (Erhart Farms). The applicant of the subdivision has requested that the initial tree clearing and mass grading be approved through the use of a Development Contract for Grading Purposes. BACKGROUND The Planning Commission held a public hearing on July 20, 2021 to review the proposed development known as Erhart Farms, a 21-lot single-family residential subdivision. The Planning Commission voted 6-0 to recommend approval of the project subject to the conditions of the staff report. On August 9, 2021 the City Council approved the preliminary plat with variances for street width, front yard setback, wetland setback, and street frontages. 98 DISCUSSION The applicant has provided tree clearing and mass grading plans accompanied by erosion and sediment control plans with the intent of commencing tree clearing, grubbing, and grading in 2021. Staff has reviewed the provided plans and finds that they are in general conformance with the preliminary plat construction plans and City Ordinances. However, as the final construction plans and final plat have yet to be approved, all grading modifications required to conform to the final plans will be at the sole risk of the Developer. Concurrent with this grading plan, the applicant will also have an Interim Use Permit (IUP #2021-03) for the dredging of a wetland and stockpiling of spoils on the property. BUDGET RECOMMENDATION Staff recommends approval of the Erhart Farms Development Contract for Grading Purposes and its associated conditions. ATTACHMENTS Erhart Farm Mass Grading Plan - 11x17 - 10-13-21 Erhart Farm Phase 1 Mass Grading - Estimate Erhart Farms - GRADING DC 99 EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLOCK 1 BLOCK 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE RIDGE ROAD96TH STREETOUTLOT DEAGLE RIDGE ROADEX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENTPROJECTLOCATION1ERHART FARM MASS GRADING AND TREE REMOVAL PLAN COVER SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7007-9SHEET INDEX NO.COVER SHEET1VICINITY MAPNOT TO SCALEERHART FARMCHANHASSEN, MINNESOTASITE PLAN (REF)4-6GRADING AND DRAINAGE PLANPOND, INFILTRATION AND FILTRATION BASIN DETAILS13-1415-1719SANITARY SEWER AND WATERMAIN PLAN (REF)BOUNDARY & EXISTING CONDITIONS SURVEY20STORM SEWER PLAN (REF)2128SEEDING PLAN2-322-27SUITE 700ALLIANT ENGINEERING, INC.733 MARQUETTE AVENUEMINNEAPOLIS, MN 55402PH: 612-758-3080CONSULTANTFX: 612-758-3099SURVEYORENGINEERPETER GOERSLICENSE NO. 44110MARK RAUSCHLICENSE NO. 43480LANDSCAPE ARCHITECTEM: mrausch@alliant-inc.comEM: pgoers@alliant-inc.comMARK KRONBECKLICENSE NO. 26222EM: mkronbeck@alliant-inc.comDEVELOPERSUITE 3000BLACK CHERRY DEVELOPMENT, LLC14500 MARTIN DRIVE,EDEN PRAIRIE, MN 55344CONTACT: DAN BLAKEEROSION AND SEDIMENT CONTROL PLANWETLAND BUFFER PLANPHASE 1 TREE PRESERVATION PLAN WITH INVENTORY11-12GRADING PROFILES18EROSION AND SEDIMENT CONTROL NOTES AND DETAILSCONTACT: TIM ERHART10FUTURE GRADING AND DRAINAGE PLAN100 TEMPORARYCUL-DE-SACS00°28'49"E 290.40 C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L N00°02'05"W 201.86 C.Brg=N42°22'13"WC=65.89N89°58'27"E 2271.51S58°13'57"W95.58N80°03'14"E 191.03N89°35'13"W 2624.99EXCEPTIONEXCEPTION 96TH STREETS68°55'16"W90.18S37°00'56"W126.72S00°08'37"W77.44S07°46'10"E168.21S02°39'45"E 336.70S00°17'44"W 279.90S03°39'00"W116.56S01°15'03"W104.151"=100'5/14/2021PGJDTFIELD CREWDRAWN BYSCALEDATE ISSUEDJOB NO.CHECKED BY20-0090CHANHASSEN, MNERHART FARMDA,DDSignatureDate License NumberPrint NamePETER GOERSI hereby certify that this survey, plan, or reportwas prepared by me or under my directsupervision and that I am a duly Licensed LandSurveyor under the laws of the state ofMinnesota.733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXMay 14, 202144110PROPERTY DESCRIPTIONParcel 1:Lot 1, Block 1, Butternut Ridge Addition, according to the recorded plat thereof on file and of record in the office ofthe county recorder, Carver County, Minnesota.Abstract PropertyParcel 2:Outlot A, Butternut Ridge Addition, Carver County, Minnesota.EXCEPTING THEREFROM the following:Tract A: Outlot A, Butternut Ridge Addition, Carver County, Minnesota; which lies westerly and northwesterly ofLine 1 described below:Line 1: Commencing at the northeast corner of Section 26, Township 116 North, Range 23 West; thence westerly onan azimuth of 269 degrees 58 minutes 40 seconds along the north line of said section for 2271.51 feet to the point ofbeginning of Line 1 to be described; thence on an azimuth of 238 degrees 14 minutes 10 seconds for 95.58 feet;thence on an azimuth of 248 degrees 55 minutes 29 seconds for 90.18 feet; thence on an azimuth of 260 degrees 03minutes 27 seconds for 191.03 feet; thence on an azimuth of 217 degrees 01 minutes 09 seconds for 126.73 feet to apoint hereinafter referred to as Point “A”; thence continue on an azimuth of 217 degrees 01 minutes 09 seconds for15.12 feet; thence on an azimuth of 172 degrees 14 minutes 03 seconds for 234.17 feet; thence on an azimuth of 177degrees 20 minutes 28 seconds for 336.70 feet; thence on an azimuth of 180 degrees 17 minutes 57 seconds for279.90 feet; thence on an azimuth of 181 degrees 15 minutes 16 seconds for 104.15 feet; thence on an azimuth of 183degrees 39 minutes 13 seconds for 116.63 feet to a point on the south line of said Tract A and there terminating.ALSO EXCEPTING THEREFROM the following:That part of Outlot A, Butternut Ridge Addition, Carver County, Minnesota, lying westerly of the westerly right ofway line of Trunk Highway No. 101, MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAYPLAT NO. 10-46, AND 10-47, according to the recorded plats thereof, Carver County, Minnesota, and easterly ofthe following described line:PROPERTY DESCRIPTION, cont.Commencing at point B7 of said right of way plat; thence South 89 degrees 34 minutes 41 seconds West,assumed bearing, along the south line of said Outlot A 32.22 feet to the point of beginning of a line to bedescribed; thence northerly 200.91 feet along a non tangential curve, concave to the west, central angle 20degrees 11 minutes 41 seconds, radius 570.00 feet, chord bearing North 09 degrees 18 minutes 16 secondsWest; thence northwesterly 435.88 feet along a compound curve, concave to the southwest, radius 703.00 feet,central angle 35 degrees 31 minutes 29 seconds; thence North 54 degrees 55 minutes 36 seconds West, alongtangent, 516.07 feet to a point on said westerly right of way line and said line there terminating.ALSO EXCEPTING THEREFROM the following:That part of Outlot A, Butternut Ridge Addition according to the recorded plat thereof, Carver County, Minnesota lyingwesterly of a line described as follows:Commencing at the South corner of Lot 2, Block 4, Foxwood, according to the recorded plat thereof Carver County,Minnesota; thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds West along the East line ofsaid Lot 2 a distance of 189.51 feet to the Northeast corner of said Lot 2 and the point of beginning of said line; thenceSouth 48 degrees 05 minutes 58 seconds East 61.09 feet; thence South 41 degrees 54 minutes 02 seconds West134.40 feet to the Southwesterly line of said Lot 2 and said line there terminating.Also:That part of Lot 2, Block 4, Foxwood, according to the recorded plat thereof, Carver County, Minnesota lying easterlyof a line described as follows:Commencing at the Southerly corner of Lot 2, Block 4, Foxwood, according to the recorded plat thereof, CarverCounty, Minnesota; thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds West along the Eastline of said Lot 2 a distance of 189.51 feet to the Northeast corner of said Lot 2 and the point of beginning of said line;thence South 48 degrees 05 minutes 58 seconds East 61.09 feet; thence South 41 degrees 54 minutes 02 secondsWest 134.40 feet to the Southwesterly line of said Lot 2 and said line there terminating.Abstract PropertyLEGENDSHEET 1 OF 2 SHEETSBOUNDARY &EXISTING CONDITIONS SURVEY101 EAGLE RIDGE ROADTEMPORARYCUL-DE-SACS00°28'49"E 290.40 S89°34'34"W 633.00S00°28'49"E 290.40 S89°34'34"W 150.00N00°28'49"W 290.40 S89°34'34"W 300.00S89°53'00"E 514.70(M)STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)N00°02'05"W167.28N48°05'58"W61.09N00°02'05"W201.86 N00°28'49"W 290.40 N89°34'34"E 447.59N41°54'02"E134.40R=330.00L=66.00=11°27'30"C.Brg=N42°22'13"WC=65.89R=570.00L=200.91=20°11'41"C.Brg=N9°18'23"WC=199.87R=703.00L=435.88Δ=35°31'29"N54°55'43"W 515.59R=635.83L=195.96Δ=17°39'30"R=358.31L=237.58Δ=37°59'27"R=1069.13L=138.63Δ=7°25'46"S64°26'53"E 10.91EXCEPTION96TH STREET1"=100'5-14-2021PGJDTFIELD CREWDRAWN BYSCALEDATE ISSUEDJOB NO.CHECKED BY20-0090CHANHASSEN, MNERHART FARMDA,DDSignatureDate License NumberPrint NamePETER GOERSI hereby certify that this survey, plan, or reportwas prepared by me or under my directsupervision and that I am a duly Licensed LandSurveyor under the laws of the state ofMinnesota.LEGEND733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXMay 14, 202144110SHEET 2 OF 2 SHEETSNOTES1. This survey and the property description shown here on are based upon information found in the commitment for titleinsurance prepared by Trademark Title Services, Inc. as agent for Stewart Title Guaranty Company, file no. 20-4566,Revision No. 3, dated July 22, 2020.2. The basis of bearings is Carver County Coordinate System NAD83 (86 adj).3. All distances are in feet.4. Wetlands depicted per delineation report provided by Kjolhaug Environmental Services Company, Inc., (KES ProjectNo. 2020.041) dated July 7, 2020.5. The area of the described property is 5,102,632 sq. ft.; 117.140 acres.6. The limits of field surveyed area depicted on the survey. The contours shown outside the field surveyed area are perLiDAR information provided by the Minnesota Geospatial Information Office.7. Benchmark: TNH on NW side of southern most cul-de-sac of Eagle Ridge Road has an elevation of 900.07 feetNAVD 88.BOUNDARY &EXISTING CONDITIONS SURVEY102 EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L 96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)4ERHART FARM MASS GRADING AND TREE REMOVAL PLAN SITE, LIGHTING, AND SIGNAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: SITE PLAN DATA TYPICAL LOT DETAILEAGLE RIDGE ROAD AND 96THSTREET TYPICAL SECTIONEAGLE RIDGE WAYSITE NOTE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONMAINTENANCE ACCESSSECTION103 EAGLE RIDGE ROADSTATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 4OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE R I D G E R O A D EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.075ERHART FARM MASS GRADING AND TREE REMOVAL PLAN SITE, LIGHTING, AND SIGNAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: SITE NOTE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION104 96TH STREETWETLAND 310911121314151617OUTLOT EOUTLOT BBLO C K 1 B L O C K 1 EA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.1018FUTURE19FUTUREFUTURE BLOCK 2 LOTS6ERHART FARM MASS GRADING AND TREE REMOVAL PLAN SITE, LIGHTING, AND SIGNAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: SITE NOTE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION105 EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L 96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)LSHOLD DOWN DETAILS SINGLE FAMILY HOMEWALKOUT PADSUBGRADE CORRECTION7ERHART FARM MASS GRADING AND TREE REMOVAL PLAN GRADING AND DRAINAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING NOTES: GRADING LEGEND: RETAINING WALL NOTES: 106 EAGLE RIDGE ROADSTATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 411OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07WWW WW8ERHART FARM MASS GRADING AND TREE REMOVAL PLAN GRADING AND DRAINAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: 107 96TH STREETWETLAND 311121314151617OUTLOT BBLO C K 1 EA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.1018FUTURE19FUTUREFUTURE BLOCK 2 LOTSLSW W W W W WW L9ERHART FARM MASS GRADING AND TREE REMOVAL PLAN GRADING AND DRAINAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: 108 EAGLE RIDGE ROADSTATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 411OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07WWW WWW/LL WW WWW 10ERHART FARM MASS GRADING AND TREE REMOVAL PLAN FUTURE GRADING AND DRAINAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: 109 EAGLE RIDGE ROAD PROFILEEAGLE RIDGE ROAD PROFILE11ERHART FARM MASS GRADING AND TREE REMOVAL PLAN GRADING PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700EAGLE RIDGE ROADEAGLE RIDGE ROAD110 EAGLE RIDGE WAY PROFILE96TH STREET PROFILE12ERHART FARM MASS GRADING AND TREE REMOVAL PLAN GRADING PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70096TH STREETEAGLE RIDGE WAY111 14151617BLOCK 1 POND AND INFILTRATION BASINNWL 882.00HWL 885.50WETLAND 3EAGLE RIDGE ROAD 13ERHART FARM MASS GRADING AND TREE REMOVAL PLAN POND AND INFILTRATION BASIN DETAIL 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700112 WETLAND 2324BLOCK 1OUTLOT BEX HWL 879.44PR HWL 879.43FILTRATION BASIN 2HWL 882.03EX HWL 895.04PR HWL 895.03INFILTRATION BASIN 3HWL 906.07WETLAND 414ERHART FARM MASS GRADING AND TREE REMOVAL PLAN INFILTRATION BASIN AND FILTRATION BASIN DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700113 EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L 96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)LSDNDDNDDNDDNDDNDDNDDNDDNDDNDDISCHARGE POINT TO LAKERILEY VIA WETLAND(LAKE RILEY IS AN IMPAIRED WATERSWITHIN 1 MILE)DNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDND15ERHART FARM MASS GRADING AND TREE REMOVAL PLAN EROSION AND SEDIMENT CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700NOTE TO CONTRACTOR: ACTIVE SWPPP LEGENDVICINITY MAPNOT TO SCALENOTE: INSPECTOR:DURING CONSTRUCTION:EROSION CONTROL PARTIESIMPAIRED WATER REQUIREMENTLEGEND: DNDDESIGNER:INSTALLER:RESPONSIBLE PARTY114 EAGLE RIDGE ROADWETLAND 3WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 41112OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDND16ERHART FARM MASS GRADING AND TREE REMOVAL PLAN EROSION AND SEDIMENT CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700115 96TH STREETWETLAND 310911121314151617OUTLOT BBLOCK 1 B L O C K 1 EAGLE RIDGE ROAD96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HEAGLE RIDGE ROAD EX HWL 877.10PR HWL 877.1018FUTURE19FUTUREFUTURE BLOCK 2 LOTSLSDNDDNDDNDDNDDNDDNDDND17ERHART FARM MASS GRADING AND TREE REMOVAL PLAN EROSION AND SEDIMENT CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700116 NOTE:ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUALTHAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHODIS EROSION CONTROL BLANKET OR HYDROMULCH.UNDISTURBED VEGETATIONTRACKED EQUIPMENTTREADS CREATE GROOVESPERPENDICULAR TO SLOPEDIRECTION.SLOPESLOPE TRACKINGEROSION CONTROL BLANKETINSTALLATIONOVERLAPLONGITUDINAL JOINTSMINIMUM OF 6"OVERLAP END JOINTSMINIMUM OF 6" AND STAPLEOVERLAP AT 1.5' INTERVALS.ANCHOR TRENCH(SEE DETAIL AND NOTES BELOW)ANCHOR TRENCH1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL AND COMPACT5. BLANKET LENGTH SHALL NOT EXCEED 100'WITHOUT AN ANCHOR TRENCH6"6"1' TO 3'DIRECTION OFSURFACE FLOWNOTE:SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALLHAVE GOOD SOIL CONTACT.STAPLE PATTERN/DENSITY SHALLFOLLOW MANUFACTURERSSPECIFICATIONS18ERHART FARM MASS GRADING AND TREE REMOVAL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700EROSION CONTROL SCHEDULE:FINAL STABILIZATION:EROSION CONTROL GENERAL NOTES:POLLUTION PREVENTION MANAGEMENT MEASURES:SEDIMENT CONTROL PRACTICES:MAINTENANCE PROGRAM:EROSION AND SEDIMENT CONTROLDEWATERING: RPBCWD RULE C STANDARD NOTES: 117 EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROADSTATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17 FL IN T LOCK TR L 96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HOUTLOT DEAGLE RI D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)LS19ERHART FARM MASS GRADING AND TREE REMOVAL PLAN SANITARY SEWER AND WATERMAIN PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700NOTES: LEGEND: SANITARY SEWER SCHEDULE: (REFERENCE) FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION118 EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L 96TH STREETWETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)LS20ERHART FARM MASS GRADING AND TREE REMOVAL PLAN STORM SEWER PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: STORM SEWER SCHEDULE: (REFERENCE) NOTES: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION119 11032456789BLOCK 1OUTLOT A11121314151617OUTLOT BOUTLOT EOUTLOT BBLO C K 1 B L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50OUTLOT HOUTLOT DEAGLE R I D G E R O A D18 FILTRATION BASIN 2HWL 882.03INFILTRATION BASIN 3HWL 906.07FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)EAGLE RIDGE ROADSTATE TRUNK HWY. NO. 10196TH STREET21ERHART FARM MASS GRADING AND TREE REMOVAL PLAN SEEDING PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700SEEDING NOTES: LEGEND: 120 WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1OUTLOT GEAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D96TH STREETOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30SW WATERBODYEX HWL 901.85PR HWL 901.85FUTURE19FUTUREFUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)EXCEPTIONEXCEPTION EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)C.S.A.H. NO. 17HOMESTEAD LANEFLIN T L O C K T R L 96TH STREET22ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE PRESERVATION PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700TREE PRESERVATION NOTES: LEGEND: *SEE TREE MANAGEMENT PLANFOR PROPOSED DEVELOPMENTTREE PRESERVATIONCALCULATION121 WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT AWETLAND 4OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE R I D G E R O A D EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03EAGLE RIDGE ROADSTATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)23ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE PRESERVATION PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: 122 WETLAND 311121314151617OUTLOT BBLO C K 1 EA G L E R I D G E R O A D96TH STREETOUTLOT HOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.1018FUTURE19FUTUREFUTURE BLOCK 2 LOTS96TH STREET24ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE PRESERVATION PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: 123 25ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE INVENTORY 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND 124 26ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE INVENTORY 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND 125 27ERHART FARM MASS GRADING AND TREE REMOVAL PLAN TREE INVENTORY 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND 126 EXCEPTIONEAGLE RIDGE ROAD STATE TRUNK HWY. NO. 101(GREAT PLAINS BLVD.)WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314151617OUTLOT BOUTLOT BOUTLOT BBLOCK 1 BLOCK 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE RIDGE ROAD96TH STREETPOND AND INFILTRATION BASINNWL 882.00HWL 885.50EAGLE RIDGE ROADEX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.0318FILTRATION BASIN 2HWL 882.03FUTUREFUTUREFUTURE BLOCK 2 LOTS28ERHART FARM MASS GRADING AND TREE REMOVAL PLAN WETLAND BUFFER PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: WETLAND SUMMARYWETLAND BUFFER CALCULATIONWETLAND IMPACT CALCULATIONNOTESBUFFER SIGN DETAIL127 Erhart Farm Mass Grading Estimate 10/5/2021 DEMOLITION CLEARING AND GRUBBING (DEVELOPMENT)AC 9.2 4,500.00$ 41,395.12$ SUBTOTAL $ 41,395.12 GRADING MOBILIZATION LS 1 8,800.00$ 8,800.00$ 1 COMMON EXCAVATION CY 20,983 2.75$ 57,703.03$ 2 TOPSOIL STRIPPING (FILL AREA ONLY - 12")CY 10,288 2.75$ 28,292.41$ 3 SUBGRADE EXCAVATION STREET & PAD HOLD-DOWN CY 4,850 2.75$ 13,337.50$ 4 SUBGRADE EXCAVATION TOPSOIL HOLD DOWN (CUT AREA - 6")CY 2,227 2.75$ 6,123.18$ 5 TOPSOIL RESPREAD 6"CY 6,580 2.25$ 14,805.99$ EXISTING TOPSOIL SPOIL MOVE CY 8,690 2.75$ 23,897.50$ SOIL CORRECTION CY 1 2.63$ 2.63$ SUBTOTAL 152,962.24$ EROSION CONTROL ROCK CONSTRUCTION ENTRANCE EA 1 2,000.00$ 2,000.00$ SILT FENCE LF 7,425 1.50$ 11,137.50$ EROSION CONTROL SUPERVISOR LS 1 1.00$ 1.00$ 8 EROSION CONTROL BLANKET SY 5,813 1.25$ 7,266.11$ SUBTOTAL 20,404.61$ SUBDIVISION SPECIFIC IMPROVEMENTS TOTAL 214,762$ NOTES: 1. Unadjusted Surface to Surface Cut Volume - via AutoCAD 2. Estimate of fill area in structural areas excludes some fill areas away from structural requirements 3. Estimate of hold down additional excavation required to subcut roadway and house pads (cut areas) 4. Estimate of cut area in non pavement areas requiring subcutting for topsoil replacement 5. Top soil respread area is all disturbed area minus the road and sidewalk UNITNOTES UNIT PRICE AMOUNTBID ITEM QUANTITY 10/5/2021 1 X:\2020\200090\quantities\Erhart Farm Phase 1 Mass Grading - Estimate Alliant Engineering, Inc.128 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ERHART FARMS DEVELOPMENT CONTRACT FOR GRADING PURPOSES 129 1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT FOR GRADING PURPOSES ERHART FARMS SPECIAL PROVISIONS AGREEMENT dated October 25, 2021 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Black Cherry Development, LLC, a Minnesota limited liability company (the "Developer"). 1. Development Plans. The plan shall be developed in accordance with the following plans: Erhart Farms Phase 1 Mass Grading and Tree Removal Plan dated October 13, 2021, contingent upon updates based on the conditions of this Agreement. 2. Security. To guarantee compliance with the plans the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $122,445.07, which is 110% of the estimated erosion control and landscaping security. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the security is drawn down, the draw shall be used to cure the default. 3. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Tim Erhart Black Cherry Development, LLC 9611 Meadowlark Lane Chanhassen, MN 55317 Phone: 612-963-0733 E-Mail: terhart@rikor.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Telephone: (952) 227-1100 130 2 4. Other Special Conditions. a. The developer shall conduct a walk-through of the grading limits on site with city staff prior to removals to inspect for opportunities for additional tree preservation prior to grading operations. b. Tree preservation fencing shall be installed at the edge of clearing limits and around existing trees to be saved prior to any construction activities and remain installed until completion. c. A preconstruction meeting shall be held by the developer and their contractor(s) with the City and its representatives prior to grading operations. d. Final grading plans, including pond locations and sizing and analysis, building pad locations and elevations, street and utility alignments and elevations, shall conform to the final construction plans for Erhart Farms once they have been reviewed and approved by City Council. Any grading modifications required on-site in order to conform to the final plans will be at the sole risk of the Developer. e. A geotechnical engineer shall be on-site during grading operations. If groundwater is encountered during grading, grades shall be adjusted to maintain a 3 foot separation from the bottom floor elevation and adhering to the recommendations of the soil engineer on site. Changes to grades shall be submitted to the city for review and approval. f. Haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose, shall be provided prior to commencement of grading operations. g. The applicant shall obtain a General Permit (NPDES Construction Permit) prior to any grading activities commencing on-site. h. The applicant shall provide an updated SWPPP that shall meet all requirements set forth in the applicant’s NPDES Construction Permit, such as locations of concrete wash-outs, stockpile areas, estimated quantities of erosion control BMPs, training credentials of SWPPP installer, etc. i. The applicant shall provide an updated erosion and sediment control plan and SWPPP that address item 16.1 – Infiltration Systems of the NPDES Construction Permit. Requirements such as excavation of infiltration systems to final grade, or within three feet of final grade, are either prohibited or require additional measures to ensure their protection. j. The applicant shall update the erosion and sediment control plans and SWPPP to eliminate the use of straw mulch as a stabilization BMP as City Specifications prohibit its use. 131 3 k. The applicant shall supply a dewatering plan to the Water Resources Coordinator for review and approval prior to dewatering activities on-site. l. A minimum of 273 trees that meet Ordinance requirements will be required to be planted on site whether or not future development of Phase I occurs. Reforestation planting quantities may be recalculated if the land use changes. m. A landscaping security of $100,000.00 will be required prior to tree clearing operations in order to ensure the item (k.) of this contract is completed. If upon final plat 7% of the cost of public improvements is more, or less, than the provided landscaping security, the security will be adjusted accordingly. n. A security for 110% of the cost of erosion and sediment controls, which is $22,445.07, will be required prior to commencement of grading activities. o. All comments and conditions set forth by the Riley Purgatory Bluff Creek Watershed District shall be addressed by the applicant prior to grading operations. [Remainder of page intentionally left blank] 132 4 CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Laurie Hokkanen, City Manager BLACK CHERRY DEVELOPMENT, LLC: BY: Tim Erhart, President STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2021, by Elise Ryan, Mayor, and by Laurie Hokkanen, 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 STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2021, by Tim Erhart, President of Black Cherry Development, LLC, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 133 EXHIBIT "A" TO DEVELOPMENT CONTRACT Erhart Farms (Phase 1) - Grading Extents: 134 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 135 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT , fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 136 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ 137 City Council Item October 25, 2021 Item Approve a Massage Therapy Business License for Spalon Montage File No.ADM 279-07 Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION “The Chanhassen City Council approves a Massage Therapy Business License for Spalon Montage.” Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND On November 25, 2013 the City Council approved Ordinance No. 584 amending Chapter 10 of the Chanhassen City Code concerning Massage Therapy Business Licensing. The approval of this ordinance required all businesses offering massage therapy, with the exception of chiropractor offices and home occupations, to obtain a license from the City of Chanhassen. The license application includes a $50 license fee and $250 background check fee. The background check is conducted by the Carver County Sheriff’s Office and examines the following: Subject(s): Owner(s) and General Manager(s). Owner must disclose all businesses owned currently and in the past 7 years. Owner must provide 3 character witnesses within the State of Minnesota. 138 Once licensed, business owners are responsible for the following: Maintaining the full name, date of birth, and address of each employee. Truthfully represent their business operations. A license is subject to revocation or suspension. A license holder may be summoned for an administrative hearing for the following reasons: Content of advertising that calls into question the nature of the business. Suspension or revocation of a license in another city. Gail McKellip submitted a Massage Therapy Business License application for Spalon Montage on September 24, 2021. A full background check was conducted by Ashley Ullevig, Background Investigator for the Carver County Sheriff’s Office. The background check produced no unfavorable information on Ms. McKellip. DISCUSSION BUDGET N/A RECOMMENDATION Staff recommends that the Chanhassen City Council approve a Massage Therapy Business License for Spalon Montage - Gail McKellip. ATTACHMENTS Spalon Montage - Gail McKellip Application 139 A Massage TherapyCITYOF CHANHASSEN Business License m 4' H ASS Application of Each representative of the business shall complete this application. If the owner is an individual, form must be completed by such person;if a corporation, by an officer; if a partnership, by one of the general partners;if an unincorporated association, by the manager or managing officer. Each person serving as a general manager for the business shall also complete an application. Section 1: Applicant Information f. Full Name: CKel+ ' i p 6as I 11/I DOB: Last First Full Middle l Business Name: c 4 C,7 2 i A 4,04-1 .A.1!ft rar#1- Residence Address: Street City State Zip Business Address: to ', /r'/it,2./ 7 ‘L-140. AtAjt f4}fft Ay,./ 55 17 Street Suir0 HTD City State /- ' Email: Please list any massage businesses owned/operated or worked at by this individualid in the past seven (7)years: Business Name: E f [CLe5 D, ,7>e}Ld/‘i ,410A/T Address: l /r Years Owned/rated: From: O / 70/4/' To: 04 / ;CIJ.I circle Month Year Month Year Please list any current massage business licenses held in the State of Minnesota: City: Business Name: City: Business Name: City: Business Name: Please list any criminal convictions you have: 140 City of Chanhassen Massage Therapy Business License Application Page 2 Please provide three character witnesses currently living in the State of Minnesota: Full Name:ifac/24. Last Street Alternate Phone: ( Full Name: 6,if,o/AIf4 go-Ai Last Street City State Zip Phone: ((,/Alternate Phone: ( Full Name: EA/44C1-1 019. fl 14 2 f Last • First Full Middle Street City State Zip Phone: (/Alternate Phone: ( r Section 2: Property Owner Name of Property Owner: Gl-1 Iil[- • Contact: /41/Tl ff ALL 14/# 14.z..7 Address: /Ekn 41137- 2 715 v 'i4 -SSE_. .! A- A/ 1 Street City StateS Zip Phone: ( 0/2•) (19• if v Q 3 Alternate Phone:qc7) of D •4(t) Fax: (1!.) -// f• 9a0 Email: M ne_.1/ 0. €61• Notice I have familiarized myself with the Chanhassen City Code CP1apter 10(Massage Business Licensing) and subsequent ordinance amendments pertaining thereto, and will abide it the provisions contained therein. I declare that the information I have provided on this application is truthful and I understand that falsification of answers on this application will result in denial of the application. I authorize the Carver County Sheriff's Office to investigate and make whatever inquiries are necessary to verify the information provided. ol!IV l• ! I L`I// Zs/w Applicant's anted name 1AC ant's ignature Date FEE: $300 ($50 application fee plus $250 for .ackground check). Make check payable to City of Chanhassen. 141 City Council Item October 25, 2021 Item Resolution 2021-XX: Authorize Contract for Design Services for the 2022 Street Improvement Project File No.ENG Project No. 22-01 CIP Project No. ST-012 Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a Resolution Authorizing a Professional Services Agreement with Bolton & Menk, Inc. for the 2022 Street Improvement Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Consider authorizing a professional services agreement with Bolton & Menk for design services for the 2022 Street Improvement Project. BACKGROUND As part of the overall Pavement Management Program (PMP), the City annually plans to rehabilitate a section or sections of public streets across the City. The Five-year Capital Improvement Plan identifies the near-term streets to be rehabilitated. The 2022 project includes five miles of streets which are likely all candidates for a full-depth reclamation process. DISCUSSION 142 The first step of the overall project process is to engage a design consultant as City Staff does not have available capacity to perform all of the duties required to deliver the project. Staff developed a Request for Proposals (RFP) and sent it out to five (5) qualified consulting firms. All five firms submitted responsive proposals. City Staff evaluated the proposals based on the requirements of the RFP which were based on the following criteria: Completeness of Proposal-Understanding-Work Plan (30%), Experience of Firm and Personnel (20%), and Fee (50%). The results of the evaluation are shown here: Firm Fee Score Bolton & Menk $ 249,718.00 91 WSB $ 290,589.00 85 SEH $ 316,968.73 79 Kimley-Horn $ 359,275.00 71 SRF $ 333,904.00 64 The overall schedule for the project is as follows: Release design RFP 09/29/21 Design proposals due 10/15/21 Award design contract 10/25/21 Project Open House #1 November 2021 Accept Feasibility Report/Call Public Hearing December 2021 Public Hearing/Order Project January 2022 Approve Final Plans/Specs February 2022 Bid Opening March 2022 Project Open House #2 April 2022 Assessment Hearing/Award Construction Contract May 2022 Start Construction June 2022 End Construction October 2022 BUDGET The overall project budget is shown in the table below. The proposed 2022 CIP is including a $200,000 increase to the PMP fund over what's shown in the approved 2021 CIP. This is due to actual franchise fee revenue collected being higher than estimated. The consultant fee is part of the overall project budget. The fee proposed by Bolton & Menk equates to 6.6% of the estimated construction costs which is well below the anticipated value of approximately 10.0%, and therefore a good value for the City. Fund Project Budget PMP (Street) $ 3,900,000 Surface Water $ 500,000 Sanitary Sewer $ 225,000 Watermain $ 450,000 TOTAL $ 5,075,000 143 RECOMMENDATION Staff recommends authorizing a contract with Bolton & Menk for the design services for the 2022 Street Improvement Project. ATTACHMENTS 22-01 RFP_Final with Exhibits Bolton & Menk Proposal City of Chanhassen 2022 City Street Rehabilitation Project Streets 5-Year CIP 2022-2026 CIP ST-012 FORM OF AGREEMENT - PROFESSIONAL SERVICES AGREEMENT. Resolution 21-XX_Contract for 22-01 Design Services 144 Request for Proposals 2022 City Street Rehabilitation Project City Project No. 22-01 I. INTRODUCTION The City of Chanhassen is issuing this Request for Proposals (RFP) for design and construction phase professional services of approximately five (5) miles of city street rehabilitation. In general, the project includes: public engagement, feasibility study report preparation, surveying, preliminary and final design, preparation of contract documents, bid administration, construction administration, inspection and staking, as-built drawings and project closeout. A. RFP Content. This RFP contains the following sections: I. Introduction II. Project Information III. Proposal Requirements B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum. Verbal modification will not be binding. C. Pre-Contractual Expenses. The city will not be responsible for any pre-contractual expenses. Pre-contractual expenses are defined as expenses incurred by the Consultant in: 1. Preparing its proposal in response to this RFP; 2. Submitting that proposal to the City; 3. Negotiating with the City any matter related to this RFP; or 4. Any other expenses incurred by the Consultant prior to the date of execution of the Professional Services Agreement. D. Contract Award. 1. Consultant shall be required to enter into the City’s standard Professional Services Agreement (attached for reference). 2. Issuance of this RFP and receipt of proposals does not commit the City to award a contract. The City reserves the right to postpone opening for its own convenience, to accept or reject any or all proposals received in response to this RFP, to negotiate with other than the selected Consultant should negotiations with the selected be terminated, 145 to negotiate with more than one Consultant simultaneously, or to cancel all or part of this RFP. E. Contact Person. The Consultant's contact for specific questions regarding information in this RFP is: George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1164 gbender@ci.chanhassen.mn.us II. PROJECT INFORMATION A. Project Area and Identified Improvements. Approximately five (5) miles of roadway are proposed to be rehabilitated in 3 different neighborhoods. The areas proposed for improvements are shown in the attached Figures. • The Brinker area lies on the east side of CR 117 (Galpin Blvd) with approximately 1.0 mile of streets built-out around 1993. • The Longacres area lies on the east side of Lake Minnewashta between TH 41 (Hazeltine Blvd) and CR 117 (Galpin Blvd), with approximately 2.2 miles of streets built-out between 1992 and 1997. • The Stone Creek area lies northeast of the intersection of CSAH 19 (Galpin Blvd) and CSAH 18 (Lyman Blvd), with approximately 1.5 miles of streets built-out between 1992 and 1994. None of these areas have had major rehabilitations performed after their original construction (only maintenance activities such as crack seals, chip seals and pothole patching). All project areas need to be evaluated with anticipated improvements to include: • full depth reclamation, • mill and overlay (full depth or partial), • spot soil corrections or reconstruction, • spot curb and gutter replacement, • ADA improvements, • stormwater management spot repairs, • sanitary sewer spot repairs, and, • watermain spot repairs. 146 The design will need to be in conformance with the City’s most recent Standard Specifications and Detail Plates. The City has conducted a geotechnical assessment to aid in the analysis of pavement and drainage improvements throughout the project areas and the consultant will be provided the geotechnical report to incorporate with the feasibility study and subsequent design. The design consultant shall make rehabilitation recommendations from pavement specialists on their team. The project will be funded by the city’s Pavement Management Program Fund (PMP) and Utility Enterprise Funds. The PMP Fund receives revenue from the property tax levy, franchise fees and special assessments. Per the City’s assessment practice, forty percent (40%) of the eligible street costs are proposed to be assessed to the benefiting property owners. The City’s assessment practice can be viewed on the City’s website. As part of the scope, the Consultant will review the City’s assessment practice, prepare draft and final assessment rolls, and follow the MS 429 assessment process. All cost estimates, bid tabulations and contractor pay applications shall be broken down by source of funding. All of the project areas abut county rights-of-way and therefore coordination with the county will be required for those areas of the project. There is a mix of watermain pipe sizes and materials within the project areas’ rights-of- way and public easements. The Consultant shall specify an investigative approach in the proposal to determine if any watermain and/or components should be replaced or improved. The city would prefer not to use the open cut method for replacing any significant lengths of water main that would not dictate a spot repair. Pipe bursting, directional drilling, or lining the existing pipe would be a preferred trenchless improvement method. City staff will provide background to help determine if existing bolting, gate valves, or hydrants need to be replaced. It is anticipated that a majority of the water valve bolting will require replacement. The design consultant shall make rehabilitation recommendations from utility specialists on their team. The vast majority of the sanitary sewer within the project areas consists of eight-inch (8”) PVC pipe. The City had a majority of the sanitary sewers televised. Generally speaking, the sanitary sewer installed in these areas is in adequate condition. The consultant will be provided videos and inspection reports to review and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the sanitary structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. The City had a majority of the storm sewers televised. Generally speaking, the condition of the storm sewer in these areas is in adequate condition. The consultant will be provided videos and inspection reports to review and subsequently make recommendations by utility specialists on their team to be incorporated in the feasibly study and subsequent design. Additionally, City staff will evaluate the storm structures for any necessary updates and repairs. Any identified improvements by City staff will be communicated to the consultant to be incorporated in the feasibility study and subsequent design. Additionally, the consultant shall evaluate the overall storm sewer and pond function and capacities, and recommend improvements as deemed appropriate. The City will provide the consultant 147 with available HydroCAD models, but does not make any representation that they are fully complete, up to date, and/or accurate. The models are of ponds only, not storm sewer piping. Addressing existing stormwater management issues in areas abutting and ancillary to the project streets is an expectation of the consultant’s scope of work. The proposal shall also consider the following regulatory requirements for the stormwater management portion of the project: • Review current NPDES and Watershed District Rules, and: o Identify if the project scope exceeds the threshold for each agency’s rules and incorporate improvements as necessary. o Prepare a stormwater pollution prevention plan (SWPPP) as required. B. Project Scope. The objective is to provide a project that is both technically and economically feasible. This project in general shall provide the following: 1. Design. a) Preparation of a feasibility report to meet Minnesota State Statutes Chapter 429 requirements. b) Preparation of preliminary and final construction plans and documents in conformance with the City’s most recent standard specifications and detail plates. c) Obtain all necessary permits. d) Identify areas where right-of-way or easements are required, if any. Assist in the acquisition of right-of-way or easements as necessary. e) Preparation of assessment rolls. f) Public engagement support. The level of public engagement during design is to be outlined by the consultant in the work plan of their proposal and the associated costs identified in the fee spreadsheet. 2. Bidding a) Bidding services including posting electronic bid documents, answering bidder’s questions, attending bid opening, tabulating bids and providing a recommendation. 3. Design Surveyi ng. a) GIS data will be provided to the Consultant to use as a starting point for a basemap for the design. Available as-built information will also be provided to the consultant by the City. The Consultant shall obtain supplemental field surveying at select areas of the project as needed and as determined during the design phase. Specific data may include tree locations and size, ADA compliance, private utility locations, structure rim and invert elevations, 148 drainage and grade refinements, finished floor elevations, and locating existing right of way and/or easements within the project area. An accurate basemap in CAD format (.dwg) is required to be developed by the consultant that includes updates based on as-built review and field survey information. The Consultant shall include an allowance of $15,000 to cover the cost of design surveying needs as the level of effort needed is unknown at this time. 4. Meetings. It is anticipated the Consultant shall prepare agenda and minutes, handouts, exhibits, and have staff attend in person: a) Three (3) City Council meetings. b) Two (2) neighborhood informational meetings for the entire project area. c) Staff meetings as necessary, which will likely include a joint meeting with the watershed districts and possibly a coordination meeting with Carver County. Staff meetings likely can be held virtually. d) Individual property owner meetings as needed. e) Preconstruction meeting. f) Weekly meetings during construction. 5. Construction Surveying. a) Consultant shall include an allowance of $20,000 to cover the cost of construction staking as the effort cannot be determined at this time. 6. Construction Administration. a) Construction administration services will be required including submittal review, answering design questions, responding to RFI’s, reviewing pay requests, coordination with residents, weekly project updates, negotiating and processing change orders, and final closeout. In addition to construction administration time, the Consultant should include 1000 hours of inspection time in their proposal. b) The city will contract separately for geotechnical and materials testing during construction, however the consultant will coordinate all testing with the selected geotechnical firm during construction. 7. Preparation of as-built drawings and project closeout. a) As-builts shall be completed and submitted to the city after the project is substantially complete. b) The consultant shall coordinate all final documentation required to close out the construction contract. 149 C. Project Goals. The goals of the project are as follows, in no particular order of importance. These goals support the City’s Strategic Priorities. 1. Develop an appropriate pavement rehabilitation technique that meets design budget. (Financial Sustainability and Asset Management) 2. Incorporate appropriate improvements to public utilities and systems in the vicinity of the project by leveraging the opportunity of the street rehabilitation. (Asset Management) 3. Implement a project schedule that leverages an advantageous bidding climate. (Financial Sustainability) 4. Preparation of contract documents to a level of detail that meets City standards, minimizes cost and schedule risk exposure to the City, and clearly addresses impacts to private property. (Financial Sustainability, Asset Management and Operational Excellence) 5. Proactive communication with impacted residents and property owners. (Communication and Operational Excellence) 6. Develop trust between City and Consultant; and between City and Residents. (Communication and Operational Excellence) D. Project Schedule. The following is the estimated project schedule: Award Consultant Contract Neighborhood Project Open House Accept Feasibility Report; Call Public Hearing Public Hearing Approve Plans & Specifications Bid Opening Neighborhood Meeting Assessment Hearing; Award Contract Start Construction Substantial Construction Complete October 25, 2021 November, 2021 December, 2021 January, 2022 February, 2022 March, 2022 April, 2022 May, 2022 June, 2022 October, 2022 III. PROPOSAL A. Delivery of Proposals All proposals must be emailed to Assistant City Engineer George Bender at: gbender@ci.chanhassen.mn.us. All proposals must be received no later than 4:00 p.m. (central time) on Friday, October 15, 2021. Late proposals will not be considered. 150 B. Proposal shall include at a minimum, the following: 1. Identification of the offering firm, including name, address and telephone number. 2. Acknowledgement of receipt of RFP addenda, if any. 3. Name, title, address, email address and telephone numbers of contact person during period of proposal evaluation. 4. Identify key team members and areas of responsibility, include resumes. 5. A brief, concise work plan that demonstrates the Consultant's understanding of the project and what needs to be done to successfully complete the scope of work, including overall project schedule. Special consideration will be giving for innovative public engagement during both design and construction phases. 6. A detailed not-to-exceed cost breakdown, in spreadsheet format, for performing the work including time and hourly rates for each team member, materials, equipment, and subcontractors required, if any. Costs shall be broken out into areas as indicated in Section II, Paragraph B. The estimate shall clearly identify any proposed alternates and reimbursable expenses. 7. Other services outside the scope of this proposal that the firm feels may be needed, if any. The Consultant also may propose cost-savings items. Any modifications shall be noted separately in the proposal and not part of the overall not-to-exceed fee. 8. Any exceptions to the requirements in this RFP, including the language in the contractual terms, must be included in the proposal. If the Consultant proposes changes to the scope of work, include a description, reason for the change and added/deducted engineering costs. Segregate all exceptions as a separate element of the proposal under the heading "Exceptions and Deviations". C. Proposal Evaluation Proposals will be evaluated based on the following criteria: 1. Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates to the stated goals of the project and conformance with the RFP. (30%) 2. Resources of firm and experience of key personnel to perform the scope of services. This includes past performance on similar projects and experience on previous City of Chanhassen projects. (20%) 3. Fee. (50%) Interviews are not anticipated to be utilized as part of proposal evaluation. 151 ||||||||||||||||||As-Built: 97-02-004 Installed: 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 65.86 As-Built: 96-02-003 Installed: 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 73.48 As-Built: 97-03-004 and 99-15-003 Installed: 1998 and 1999 Cartegraph Installation: 8/15/2000 2020 PCI: 62.34 As-Built: 97-03-005 Installed: 1998 Cartegraph Installation: 6/1/1998 2020 PCI: 48.24 As-Built: 96-02-003 and 97-03-005 Installed: 1996 and 1998 Cartegraph Installation: 6/1/1997 2020 PCI: 60.79 As-Built: 92-05-010, 92-05-011, and 93-28-002 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 35.38 As-Built: 92-05-010 and 93-28-002 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 29.34 As-Built: 92-05-011, 93-28-002, and 96-07-004 Installed: 1994, 1995, and 1996 Cartegraph Installation: 6/1/1996 2020 PCI: 35.38 As-Built: 93-28-003 and 96-02-003 Installed: 1995 and 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 64.33 As-Built: 95-10-004, 96-03-003, and 97-02-002 Installed: 1995, 1996, and 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 63.32 Lake Harrison Pearl Dr Harrison Hill Ct Rogers Ct LongacresDr Paisley CtRedFoxCir FawnHillRdHarrisonHillTrlPai s l ey PathPurp le PkwyNorthwoodCtLodgepolePtHunterDr Gunf l i nt Trl Al phabet StLake Ann Park Preserve GalpinBlvdGH117 ||2022 CIP Street Parcel Boundaries :0 575 Feet 152 ||||||||||||||||||||||||As-Built: 94-07-004 Installed: 1994 Cartegraph Installation: 1/1/1994 2020 PCI: 33.5 As-Built: 95-10-003 Installed: 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 34.57 As-Built: 96-02-003Installed: 1996Cartegraph Installation: 6/1/19972020 PCI: 73.48 As-Built: 95-18-003 Installed: 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 62.49 As-Built: 95-10-004 Installed: 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 36.79 As-Built: 92-05-010, 92-05-011, and 93-28-002Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 35.38 As-Built: 92-05-010 and 93-28-002 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 29.34 As-Built: 95-18-003 Installed: 1996 Cartegraph Installation: 6/1/1997, 11/14/2016, and 9/1/2017 2020 PCI: 36.45 and 96.76 As-Built: 94-07-005 and 95-10-003 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 35.14 As-Built: 93-28-003 and 95-18-003 Installed: 1995 and 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 41.26 As-Built: 95-10-004, 96-03-003, and 97-02-002 Installed: 1995, 1996, and 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 63.32 Br i n ker St Ridgeview Wa yF a w nH illR dSouthern C t Walnut Curv Tulip CtLongacr e s Dr Mo cc a si n Trl Bentz Ct Ri d ge vi ewPtF awnHill Ct PaisleyPath MajesticWayB entBowTrlHunterDr Bluff Creek Preserve Lake Ann Park Preserve Galpin BlvdGH117 ||2022 CIP Street Parcel Boundaries :0 575 Feet 153 ||||||||||||||||||||||||||As-Built: 97-02-004 Installed: 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 65.86 As-Built: 94-07-004 Installed: 1994 Cartegraph Installation: 1/1/1994 2020 PCI: 33.5 As-Built: 97-02-004 Installed: 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 51.36 As-Built: 97-02-004 Installed: 1998 Cartegraph Installation: 6/1/1999 and 6/1/2005 2020 PCI: 56.09 and 92.1 As-Built: 97-03-005 Installed: 1998 Cartegraph Installation: 6/1/1998 2020 PCI: 48.24 As-Built: 94-07-005 Installed: 1994 Cartegraph Installation: 6/1/1995 2020 PCI: 38.05 As-Built: 94-07-004 Installed: 1994 Cartegraph Installation: 6/1/1995 2020 PCI: 42.18 As-Built: 92-05-010, 92-05-011, and 93-28-002 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 35.38 As-Built: 94-07-005 and 95-10-003 Installed: 1994 and 1995 Cartegraph Installation: 6/1/1996 2020 PCI: 35.14 As-Built: 93-28-003 and 95-18-003 Installed: 1995 and 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 41.26 As-Built: 92-05-011, 93-28-002, and 96-07-004 Installed: 1994, 1995, and 1996 Cartegraph Installation: 6/1/1996 2020 PCI: 35.38 As-Built: 93-28-003 and 96-02-003 Installed: 1995 and 1996 Cartegraph Installation: 6/1/1997 2020 PCI: 64.33 As-Built: 95-10-004, 96-03-003, and 97-02-002 Installed: 1995, 1996, and 1998 Cartegraph Installation: 6/1/1999 2020 PCI: 63.32 GunflintCt Southern C t Bent BowTrlLongacresDr Mo cc a si n Trl Gunfli nt Tr l HarrisonHillTrlHunt er Dr Ar rowheadLn Hil l sdaleCtBluff Creek Preserve SA41 H a z e ltin e B lvd ||2022 CIP Street Parcel Boundaries :0 575 Feet 154 ||||||||||||||||||||As-Built: 94-02-007 Installed: 1994 Cartegraph Installation: 6/1/1996 2019 PCI: 26.08 As-Built: 92-09-005 Installed: 1993 Cartegraph Installation: 6/1/1995 2019 PCI: 41.22 As-Built: 94-02-006 Installed: 1994 Cartegraph Installation: 6/1/1998 2018 PCI: 38.53 As-Built: 92-09-005 Installed: 1993 Cartegraph Installation: 6/1/1995 2019 PCI: 29.85 As-Built: 94-16 & 95-12-005 Installed: 1995 Cartegraph Installation: 6/1/1997 2019 PCI: 36.41 As-Built: 94-02-006 Installed: 1994 Cartegraph Installation: 6/1/1996 2019 PCI: 32.22 As-Built: 94-16 & 95-12-004 Installed: 1995 Cartegraph Installation: 6/1/1997 2019 PCI: 38.62 As-Built: 94-16 & 95-12-004 and 94-16 & 95-12-005 Installed: 1995 Cartegraph Installation: 6/1/1997 2019 PCI: 39.49 As-Built: 92-09-005, 94-02-005, and 94-02-006 Installed: 1993 and 1994 Cartegraph Installation: 6/1/1996 2019 PCI: 30.45 As-Built: 91-17A-018, 91-17A-019, 91-17A-020, 92-09-004, 93-17-002, 93-30-002 , and 94-02-007 Installed: 1993 and 1994 Cartegraph Installation: 6/1/1995 2019 PCI: 34.29 TimberwoodDrStoneCreekCtGalpin Ct S to n e Cr e e k DrStoneCreek RdStoneCreekLnW StoneCreekLnE Bo ul der Rd ST18 ST15 Bluff Creek Preserve Independent School District 11Galpin BlvdLymanBl vd||2022 CIP Street Parcel Boundaries :0 575 Feet 155 156 157 158 159 160 161 162 163 164 165 166 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 20__, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and __________________________________________ "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for_____________________. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for quote – __________________ dated ______, 20___; C. Insurance Certificate; D. Consultant’s ______, 20___ proposal for___________________ (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 167 2 201749v1 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficien cies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 168 3 201749v1 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 169 4 201749v1 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including pa yment for services performed or furnished to the date and time of termination. Dated: _______________, 20__. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__. _______________________ BY: _____________________________________________ Its 170 PROPOSAL FOR 2022 City Street Rehabilitation Project (City Project No. 22-01) 2638 Shadow Lane | Suite 200 | Chaska, MN 55318-1172 Ph: (952) 448-8838 | Fax: (952) 448-8805 | Bolton-Menk.com Contact: David Martini, PE 612-756-4315 David.Martini@bolton-menk.com City of Chanhassen | October 15, 2021 171 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952) 448-8838 Fax: (952) 448-8805 Bolton-Menk.com Bolton & Menk is an equal opportunity employer. October 15, 2021 George Bender, PE Assistant City Engineer City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 gbender@ci.chanhassen.mn.us RE: Proposal for 2022 City Street Rehabilitation Project (City Project No. 22-01) Dear Mr. Bender: With its unique history, strong local business community, and second-to-none schools, it’s no wonder the City of Chanhassen is one of America’s best places to live, work, and play. But with its growth comes the added responsibility to keep the city’s infrastructure safe, modern, and reliable. Bolton & Menk, Inc. recognizes your need for roadway rehabilitation, and our experienced experts look forward to customizing a right-sized solution that benefits the City of Chanhassen for decades to come. When you partner with Bolton & Menk on this project, you can expect: A Team with Deep-Rooted Local Knowledge—Bolton & Menk will be a responsive partner to the City of Chanhassen. With our local office just a few miles down the road, our team will be able to visit the site or be at your office within minutes to discuss issues and work through solutions. A Group of Industry-Leading Infrastructure Experts—For most of us, our day-to-day lives depend on getting from one place to another safely and efficiently. That’s why Bolton & Menk listens, collaborates, embraces challenge, and strategically applies the right tools to meet clients’ needs. Whether the solution is traditional or progressive, we use client collaboration to lead us to real solutions that help real people achieve their infrastructure needs. Our team prides itself on seeing all sides of a project and creating a solution that is technically feasible, publicly acceptable, environmentally compatible, and economically viable. The City of Chanhassen can trust the Bolton & Menk team to provide high-quality engineering services and deliverables that exceed expectations. A Talented Communication Specialist—The success or failure of a project can often depend on the project team’s ability to effectively communicate with the project stakeholders. Helping residents understand the construction process, impacts within and outside the right-of-way, schedules, access during construction, and who to contact with questions or concerns is an expectation of project delivery. Bolton & Menk understands the importance of project communications and is committed to adding an experienced communication specialist to the project team to assist with the development of a project communication plan that will keep stakeholders well informed from project development to final restoration. 172 Bolton & Menk is an equal opportunity employer. Mr. George Bender, PE October 15, 2021 Page 2 A Consultant Worth Their Fee—The City of Chanhassen carries the responsibility of hundreds of detailed decisions required to make sure this project is successful, and no single decision will affect your success as directly as selecting the right engineering consultant. While it may be tempting to choose based on low cost, engineering design fees are typically only 10 percent of total construction costs. Selecting an inexperienced engineer, or one with limited commitment to exploring design alternatives, increases the likelihood of higher construction bids. A relatively small $10,000 savings in design initially could easily result in cost fluctuations of $100,000 or more later. The entire project team understands the decisions we make cost money—sometimes in construction, sometimes in maintenance. Our commitment to evaluating alternatives in scope, schedule, budget, and risk specific to the 2022 City Street Rehabilitation project will help us make better design decisions for your long-term success. This commitment is often overlooked by our competitors, and although it takes more effort on the front end, our clients have found it is worth their investment. In continued service to the City of Chanhassen, we are excited at the opportunity to complete the 2022 City Street Rehabilitation project. I will personally serve as your lead client contact and principal-in-charge for this project. Please contact me at 612-756-4315 or david.martini@bolton-menk.com if you have any questions regarding our proposal. Respectfully submitted, Bolton & Menk, Inc. David P. Martini, PE Principal-in-Charge 173 01 Contact Information 02 Key Team Members 07 Project Understanding and Work Plan 16 Cost A1 Résumés TABLE OFCONTENTS 174 2022 City Street Rehabilitation | City of Chanhassen CONTACT INFORMATION 1Contact Information Bolton & Menk specializes in providing public infrastructure solutions. Since 1949, we have been committed to improving quality of life through engineering excellence and client satisfaction. What started over 70 years ago has flourished into one of the Midwest’s largest engineering firms, and today we have nearly 725 employees throughout 24 offices in Minnesota, Iowa, North Dakota, North Carolina, and South Carolina. Our growth in the Twin Cities marketplace has also expanded in recent years, and with the addition of a downtown Minneapolis office in 2020, we now have nearly 300 employees between our six metro locations. We will coordinate services from our Chaska office, making sure staff and necessary equipment are readily available to keep the project on schedule and budget. In every project, we never lose sight of our mission to help clients realize their vision. As a company, we have a track record of building and maintaining strong, genuine relationships with our clients. We have always done this by being honest, authentic, and delivering on our promises. SOLUTIONS PROVIDED »Civil/Municipal Planning & Engineering »Water & Wastewater Engineering »Transportation Planning & Engineering »Structural Services »Aviation Services »Planning & Urban Design »Water Resources Engineering »Environmental Planning & Permitting »Construction Administration & Inspection »Land Surveying »Geographic Information Systems »Project Funding Support »Project Communication »Creative Studio Services From advocating for our communities to designing their dreams; we take pride in our work because we’re Real People offering Real Solutions. Learn more about our wide variety of services at bolton-menk.com. FIRM CONTACT INFORMATION Bolton & Menk, Inc. 2638 Shadow Lane, Suite 200 Chaska, MN 55318-1172 P: 952-448-8838 F: 952-448-8805 E: chaska@bolton-menk.com CONTACT PERSON David P. Martini, PE 2638 Shadow Lane, Suite 200 Chaska, MN 55318-1172 P: 612-756-3445 E: David.Martini@bolton-menk.com 175 2 2022 City Street Rehabilitation | City of Chanhassen KEY TEAM MEMBERS 2Key Team Members Bolton & Menk has assembled a highly motivated, experienced, and trained group of professionals for this project. It is Bolton & Menk's policy to staff all projects using a team approach, with close coordination between the client and team maintained at all times. Our team has extensive experience evaluating and developing successful solutions that meet the needs of our clients, can be supported by stakeholders, and be effectively implemented. For this reason, we handpicked the project team members who are the most qualified to deliver this project. Our proposed team provides the optimum combination of accessibility, local community knowledge, and specialized expertise. The following paragraphs provide a brief background and profile of each key team member. These individuals have track records of successful projects and, just as importantly, are enthusiastic and committed to meeting and exceeding your expectations. Detailed résumés are available in the appendix. Josh Eckstein, PE Project Manager Josh has the qualifications, experience, motivation, and work ethic to effectively manage each project phase. He will coordinate closely with the City of Chanhassen and project partners. Josh will manage the team and all schedule, cost, public outreach, and scope management processes. He will also bring his considerable design and construction expertise to this project team. His combined knowledge of design and construction of similar roadways will ensure the design team is efficient and accurate in all aspects of design and delivery. Josh is a project engineer who began his career as an intern in 2001 and became full time in 2005. He has successfully led project teams through a variety of multidiscipline engineering projects with a heavy emphasis on municipal streets, streetscapes, parking, and county highways; municipal sanitary sewer, water systems, and stormwater systems; and residential, commercial, and industrial developments. Josh has successfully completed many multijurisdictional roadway projects that involve blending county functional requirements with municipal and private business architectural and pedestrian mobility interests. His diverse design background spans the project lifecycle from schematic design and planning, design development, preparation of construction documents, construction management, and contract administration. He also has a range of experience developing, designing, and managing projects with multiple agencies and funding sources. Josh loves the ability to take a project from preliminary design through construction and watch it become a reality for the client. David Martini, PE Principal-in-Charge David will serve as principal-in- charge responsible for overall project oversight. He will oversee quality assurance throughout the project process and be responsible for committing sufficient personnel and resources to accomplish the project work plan within the time frame defined. David will monitor progress, schedule, and budget and work with Josh to ensure critical issues are addressed effectively, comprehensively, and promptly. David began his engineering career in 2000, and since that time, has worked on the design and construction administration of a variety of projects including residential and industrial subdivisions, park improvements, and utility upgrades. His experience also includes federal aid, municipal state aid, and permit applications to agencies such as the Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Minnesota Department of Health, and MnDOT. David appreciates the company's core values and the importance of maintaining personal relationships with our clients. He believes the services and those personal relationships are key to our clients' success. 176 3 2022 City Street Rehabilitation | City of Chanhassen Project Team and Experience Philip Schrupp, PE Design Engineer Philip will serve as design engineer and be responsible for the Civil 3D corridor modeling, plan set preparation, and general design coordination. As a project engineer at Bolton & Menk, Philip is skilled at designing projects, construction inspection, and project management. Through his experiences, he has become proficient in designing horizontal and vertical alignments, ADA requirements, watermain, sanitary sewer, construction requirements, and overall constructability of projects. Since starting at Bolton & Menk in 2012, Philip continues to use his problem-solving skills to resolve real problems in order to better serve his clients. Bob Bean, PE Water Resources Engineer Bob will work with the project team to provide water resource related services, including stormwater management, drainage, flood control, and regulatory and permitting requirements. Bob has extensive knowledge working with the Carver County Watershed Management Organization (CCWMO) and designing cost-effective solutions that satisfy WMO rules. Bob has provided engineering and construction services to public, private, residential, commercial, and industrial clients since 1995. He is passionate about gaining new experiences in all phases and types of engineering. He has been involved with many engineering projects, including street construction; installation of sanitary sewer, forcemain, watermain, storm sewer, and lift stations; construction of retention/ detention ponds, infiltration basins, bioretention basins, and underground stormwater systems; and residential, commercial, and industrial developments. One of his favorite things about working at Bolton & Menk is the support that is provided when encountering new endeavors. Bob primarily focuses on providing hydraulic engineering support to our municipal clients. Mitch Hoeft, PE Trenchless Utility Design Engineer Mitch brings substantial trenchless utility rehabilitation and maintenance expertise to this project. He will help the city explore available trenchless options to provide a rehabilitation approach that is cost-effective and minimally disruptive. Mitch is a principal engineer who began his engineering career in 2008 with the City of Golden Valley. During his years there, Mitch represented the city on the Joint Water Commission (JWC) with partner cities Crystal and New Hope. Mitch developed expertise with a variety of watermain replacement techniques, including trenchless strategies for unique situations. Mitch specializes in trenchless utility rehabilitation and municipal engineering services. He is also involved in various organizations throughout the Upper Midwest and strives to establish connections within all aspects of public works. Connecting people and services is what drew Mitch to engineering, and he believes each project is unique and works to address each need in a way that is cost- effective, politically acceptable, and minimally intrusive. Ed Rock, PLS Survey Manager Ed will develop and implement a plan for surveying the corridor. He will closely manage the topographic survey and construction staking. Ed is a survey manager who began his career in 1999. He has experience in surveying, engineering, and construction-related services. Ed’s experience gives him the ability to address complex technical issues with clients, project managers, and discipline leads—a task he thoroughly enjoys. He routinely prepares easement descriptions and exhibits, right-of-way and subdivision plats, ALTA/NSPS, boundary, and topographic surveys using AutoCAD Civil 3D software. His previous experience includes projects involving commercial land acquisition and development, midstream oil and gas systems, right-of-way procurement and platting, geodetic control networks, utilities inventory, and transportation design applications for governing bodies at municipal, state, and federal levels. 177 4 2022 City Street Rehabilitation | City of Chanhassen Project Team and Experience Cody Gerold Lead Inspector Cody will be the lead inspector for the project and will also coordinate the project's surveying and testing components. Cody has been working as a construction project representative for Bolton & Menk since 2017. He routinely works with all project stakeholders to deliver a final product that meets the owner's specifications and expectations. Cody provides insights and solutions to unforeseen conflicts during construction, works with residents to ensure a project impacts them as little as possible, and makes sure project owners are pleased with the final product. He is especially knowledgeable of concrete and utility installation, using his 17 years of experience in the construction industry. Prior to working at Bolton & Menk, Cody managed his family's concrete business and oversaw construction progress from design through scheduling and installation. Nicole Krause Communication Specialist Nicole will collaborate with the team to create and execute a public involvement plan that uses a full suite of digital and in-person tools aimed to engage all community stakeholders and build consensus. Nicole is a project communication specialist for Bolton & Menk who began her career in 2017. She has a passion for making communities better through inclusive and creative public engagement. Her strategic engagement planning paired with innovative digital and in-person tools help create spaces that reflect each unique community. Nicole provides engagement expertise on a variety of projects, from project conceptualization through construction. PROJECT EXPERIENCE Bolton & Menk has assembled an experienced team of professionals with a proven track record of delivering similar projects. We have highlighted several projects our team has delivered using a similar approach and/or with similar elements. We will draw upon this experience to benefit the 2022 City Street Rehabilitation project. Additional project experience and references are available upon request. 2019 STREET IMPROVEMENTS City of Mayer Like many Minnesota communities, the City of Mayer experienced significant growth in the mid 1990s and early 2000s. Although the infrastructure in these new developments have aged well, the pavement is getting to an age where rehabilitation is needed. To address its aging pavement, the City of Mayer worked with Bolton & Menk to develop a Pavement Management Plan, which consists primarily of mill and overlay and reclamation projects over the next ten years. The first of these projects consisted of a mill and overlay project and spot curb repairs in the first additions of the Cold Water Crossing Development. Bolton & Menk developed plans and specifications and provided bidding services, construction administration, construction observation, and project communication. Although the project was completed in an efficient manner, Bolton & Menk’s communication with property owners was key to the project’s success by keeping property owners aware of access disruption related to curb and gutter repairs at driveway openings. 178 2022 City Street Rehabilitation | City of Chanhassen BROCKTON LANE RECONSTRUCTION City of Plymouth This segment of Brockton Lane is a vital transportation collector route and pedestrian link between Medina Road and Hamel Road and needed full reconstruction. There was a high priority need to increase functionality and safety within the corridor and handle increasing traffic and pedestrian volumes. The Hamel Legion Park baseball field complex is located near the northern project limits. Designated parking and a safe pedestrian crossing were lacking. Sanitary sewer and watermain facilities owned and operated by the city also needed replacement near the north end of the project limits. Regular meetings and a strong communication plan helped us gather input and understand major stakeholder goals. We developed a plan to add needed on-street parking near the ball fields, install a pedestrian-safe Rectangular Rapid Flash Beacon (RRFB) crossing, include a pedestrian trail facility along the east side of the road, and construct an urban roadway facility with added turn lanes and increased intersection sightlines. We designed a two-lane urban roadway with added sight distances, turn lanes, and drainage improvements. We developed a layout and plan that improved traffic operational issues, added parking, increased pedestrian mobility and safety, and met stormwater treatment goals. A staged construction plan was developed to ease local resident concerns for access. Additionally, construction was completed without closing access to the Hamel Legion Park ball fields during the baseball season. Project Team and Experience 5 179 2022 City Street Rehabilitation | City of Chanhassen 2018 WOODHILL ROAD IMPROVEMENTS City of Minnetonka Woodhill Road was a 1.1-mile collector roadway with a failing surface and aging 36-inch trunk watermain that provided water from the tower to a large portion of the city. Bolton & Menk developed plans to include replacement of the 36-inch watermain with a smaller, but acceptable, 30-inch watermain. An 8-inch domestic watermain was added to parallel the trunk to serve the domestic water services, reducing connection and potential weak points on the new trunk main. Project phasing and temporary water service plans were developed to maintain water service spanning three separate water pressure zones along the area, as well as maintain suitable access for residents and businesses. An 8-foot multiuse trail was added to the length of the corridor to offer a safer travel option for pedestrians and cyclists. Alternative excavation means, including trenchless water services, were incorporated to help the contractor cross the newly underground private utilities. Strategic phasing and a public communication plan were put into place to help navigate the construction area and reduce impacts to businesses. Project Team and Experience 6 180 2022 City Street Rehabilitation | City of Chanhassen PROJECT UNDERSTANDING AND WORK PLAN 7Project Understanding and Work Plan PROJECT UNDERSTANDING Bolton & Menk understands the city expects its consultant to own the projects they work on and to review the project area in detail beyond just looking at maps. To make incremental improvements to the city over time, it is necessary to look beyond just rehabilitating pavement and understand how other infrastructure improvements within the project area may benefit the city. We also understand that making connections with all affected parties by providing multiple options for people to ask questions, communicate concerns, become informed, and access information at times that are convenient for them is key to a successful project. One of the ways we intend to own the project is to look beyond the limits of the curb and gutter. This includes using city maintenance records and having discussions with city staff to understand if there are spot repairs or necessary upgrades to the watermain system. Bolton & Menk can also, upon request, give the city a proposal for a more detailed evaluation of the water system within the project areas through our partners at Echologics. Echologics is an acoustic technologies company that can provide pipe condition assessments and leak detection services for watermains and other pressure pipes. The process is non-destructive, does not interrupt service, and provides quantitative actionable results. We also understand it is necessary to review sewer and storm sewer televising information to identify the need for spot repairs or system improvements. Bolton & Menk will also review available HydroCAD models to perform a high-level review of the ponding within the project area to identify opportunities to improve storm water management within the project area. Specifically, we understand the City of Chanhassen is seeking professional engineering services to rehabilitate approximately five miles of existing streets located in three different geographically separated neighborhoods. The three neighborhoods include the Brinker area, Longacres area, and Stone Creek area. Most of these neighborhoods are comprised of residential land uses served by local neighborhood roadways. These neighborhoods are 24 to 29 years old and need pavement rehabilitation and utility preservation. Streets within these areas have received regular maintenance such as crack seals, chip seals, and patching but have not received any major repairs since original construction. The Brinker area lies east of County Road 117 and consists of approximately one mile of streets. This neighborhood was built-out around 1993 and currently has street pavement condition index (PCI) ratings of 22 to 54. These local residential streets have relatively low traffic volumes. No pedestrian facilities exist except on Walnut Curve from County Road 117 to Prairie Flower Boulevard. The streets are constructed with concrete curb and gutter and storm sewer intakes at low points for stormwater conveyance. Aging watermain and sanitary sewer facilities also exist within this neighborhood. The Longacres area lies east of Lake Minnewashta between Highway 41 and County Road 117. This neighborhood was built-out from 1992 to 1997 and has PCI street ratings from 35 to 65. These local residential streets have relatively low traffic volumes. No pedestrian facilities exist along these streets. Each street is constructed with concrete curb and gutter with storm sewer intakes to convey stormwater. Aging watermain and sanitary sewer facilities also exist within this neighborhood. The Stone Creek neighborhood lies northeast of County Road 18 and County Road 117. This neighborhood was built-out from 1992 to 1994 and is comprised of approximately 1.5 miles of streets. The 2020 PCI ratings range from 26 to 42. These local residential streets have relatively low traffic volumes. Streets within this neighborhood have concrete curb and gutter with low point storm water intakes and piping conveying water to regional storm pond facilities. A pedestrian facility (concrete sidewalk) exists along Stone Creek Drive with substandard pedestrian ramps. Aging watermain and sanitary sewer facilities also exist within this neighborhood. 181 2022 City Street Rehabilitation | City of Chanhassen Project Considerations Map 117 Lake AnnSugarbushPark Chanhassen RecreationCenter StoneCreekPark Chanhassen Nature Preserve Bluff Creek Preserve Coulter Blvd Peavey RdW 78th St Norex D r Stone Creek DrBoulder RdTimberwood DrCentury BlvdLake Dr W Tanadoona Dr Ri d g e v i e w W a y W 78th StW 78th St Brinker St Majestic Way Galpin BlvdGalpin BlvdPaisley PathNorthwood CtLon g a c res DrBent Bow TrlFawn Hill RdRed Fox C i r Lodgepole PtH u nter Dr Fawn Hi l l C tMoccasin trl Southern Ct Gunflint Ct Hi l l s d a l e C t Windmill DrPrairie Flo w e r Bl vdW a ln ut Curv e Stone Creek DrStone Creek RdStone Creek Ln W Stone Creek CtLegend Neighborhood Project Area Street Improvements Longacres Area1992-1997 Brinker Area1993 Stone Creek Area1992-1994 8Project Understanding and Work Plan 182 2022 City Street Rehabilitation | City of Chanhassen Task 1. Design Feasibility Study Our team will lead the city and all stakeholders through a well-defined, process-driven program that will meet the needs of city staff, engage property owners, and maintain the project schedule. We will complete a thorough feasibility study process which will take a comprehensive look at all municipal infrastructure within the project area and develop innovative solutions for rehabilitation. Our team will specifically look at pavement, storm sewer, watermain, sanitary sewer, pedestrian facilities, lighting, stormwater quality facilities, and all other aspects of the project to develop a comprehensive rehabilitation plan for each neighborhood. Our approach to reviewing watermain replacement needs typically includes using as- built information such as pipe age and material type, city maintenance records, and discussions with city staff to understand if spot repairs or upgrades to the watermain system are needed. Our team is very knowledgeable and experienced with the 429 process and will set a clear schedule for meeting all requirements and deadlines. We will prepare an assessment roll based on the city’s assessment policy that outlines assessments for street, storm sewer, sanitary sewer, and watermain per the city’s policy. We will include estimated costs for each project component and identify the overall assessable percentage for the project. We will also include a financing and funding section within the study. Once complete, the feasibility study will serve as the guiding document for the final plans and specifications. We anticipate a project kickoff meeting and project management team (PMT) meetings approximately monthly to keep the flow of project information consistent. Our Chaska location will be available for collaboration outside of scheduled meetings. Our team will assess existing surface water management features. We will complete an evaluation of existing stormwater ponds and conveyance system infrastructure. We will identify deficiencies and propose solutions early in the process for discussion with the PMT. Drainage areas and major structures will be mapped and drainage patterns will be understood. Our team will determine which structures, ponding, and erosion control measures will be needed on the project. All surface water management will follow city and Carver County Watershed Management Organization (CCWMO) standards and regulations. Correspondence with the CCWMO will begin very early on in the process to set expectations and define stormwater management goals for the project. Our team understands the need for direct and deliberate coordination with all private utility owners within the project corridor. Early notification, coordination, and development of a comprehensive utility contact list is very important to maintaining the project schedule. Our team will review and identify utility conflicts based on the proposed improvements. We will also provide a comprehensive list of potential utility impacts and coordinate with the city project manager to notify all private utility owners of potential relocation efforts. Our team plans to engage the public through the two neighborhood informational meetings outlined in the RFP. We will provide all documents for the meetings and give a thorough overview of the project to those in attendance. When it comes to providing professional rehabilitation services to the Brinker area, Longacres area, and Stone Creek neighborhood, the Bolton & Menk team will deliver the project in a timely and cost-effective manner. Our detailed work plan below outlines tasks and addresses all elements of the RFP. 9Project Understanding and Work Plan 183 10 2022 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan Our goal will be to convey a message to the public that timely and well-thought-out repairs will save money in the long run. We will post all neighborhood meeting materials and information on the city website for review by those who may not be able to attend. We can also provide additional public engagement tools, which are listed under the value-add section of this proposal. Permits and Approvals Bolton & Menk will prepare and coordinate all necessary permits for the project. Based on our knowledge of the project, we anticipate the following permits may be necessary: NPDES, SWPPP, WCA, MnDNR, ACOE, and CCWMO. We anticipate additional coordination upfront for the permit process with the WMO. In addition, time will be allocated to prepare and meet the requirements of the CCWMO topsoil management requirements. Final Design Our team will develop detailed design documents for the proposed improvements. Milestones associated with the design will include 60%, 90%, and 100% plans and specifications developed in accordance with city standard specifications and detail plates. »60% Plan Review—submittal to include topography, utility plans, profiles, alignments, intersection layouts, drainage plans, typical sections, preliminary utility relocations, and engineer’s estimate »90% Plan Review—submittal to include complete plan set and engineer’s estimate »Final Plan Approval—submittal to include final design plans, specifications, and engineer’s estimate for approval and signatures Major design components within the project areas include »Pavement condition review and selection of appropriate rehabilitation method • Full depth reclamation • Mill and overlay »Drainage review • Stormwater conveyance • Stormwater ponding • Street subsurface drainage • Stormwater management plan »Curb and gutter condition review »Intersection layouts with curb and gutter elevations »Communication with all small utilities to discuss replacement and/or relocation (including electric, gas, telephone, cable TV, etc.) »Location and evaluation of the existing sanitary sewer system, including potential system upgrades consistent with the city’s sanitary sewer capital improvement plan (CIP) »Existing watermain locations and evaluation, including potential system upgrades consistent with the city’s water CIP »Location of signing and striping »ADA-compliant sidewalks and pedestrian ramps; we assume little, if any, sidewalk will be incorporated into the project design »Stormwater Pollution Prevention Plan (SWPPP), including plan sheets and specifications »Statement of estimated quantities and tables, including street, utilities, and miscellaneous construction items, all consistent with the city’s standards »Engineer’s estimate »Construction specifications/contract documents including advertisement for bids and bidding schedule (advertisement costs have not been included in our proposal) »Permit review and approvals »Wetlands impacts are not anticipated within the project limits and no wetland permitting fees have been included in our proposal Deliverables: feasibility study document, hard copy and electronic copy of preliminary and final plans, specifications/contract documents, advertisement for bids, engineer’s estimate, meetings notes, and all submitted permits with cover letters CLICKHERE 184 11 2022 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan Task 2. Bidding Or team will coordinate and manage the bidding phase with the understanding that bidding dates and deadlines need to be identified and coordinated with city council meeting schedules. We will develop a schedule that weaves together ad-for-bid publication, bidding duration, bid opening, council packet deadlines, and award. A solid bidding schedule outlining publication and packet deadlines along with appropriate durations for bidding, bid review, and award letter preparation is key to the process. We will submit ad-for-bids, publish and distribute plans and specifications, and maintain a plan holder's list via Quest CDN. We will be the primary contact for contractor bidding questions and issue addenda as appropriate. We will also host an online bid opening, tabulate and review bids, and prepare an award recommendation letter. Task 3. Design Surveying The city-provided GIS data will be used as the starting point for the base drawing. The exact need for supplemental topographic survey will be defined during the preliminary design and feasibility study phase of the project. Topographic survey will be limited to areas of need as defined during the feasibility study. Pertinent field information regarding city infrastructure, adjacent buildings, right-of-way, contours, and private small utilities will be gathered within specifically defined areas. We do not anticipate the need for topographic surveys in the mill and overlay areas. All data obtained will be based on Carver County coordinates. Underground utility information will be located and described per available as-builts, field markings, and private utility map information facilitated through Gopher State One Call. Right-of-way and property lines will be illustrated based on plat and GIS information. Boundary surveys will not be completed to identify all property corners within the project area. Existing structures (i.e., manholes, gate valves, and hydrants) will be inventoried within specific areas as defined by the feasibility study. Deliverables: Point file with coordinates, elevations, and corresponding line work in .dwg format will be available upon request Task 4. Meetings Bolton & Menk will work with city staff on the public involvement plan and attend informational meetings to identify key project issues and concerns from adjacent property owners and stakeholders. This information will be incorporated into the design. We plan to provide resources for the following meetings: »Three city council meetings, including the improvement hearing and assessment hearing required as part of the 429 process »Two neighborhood informational meetings »Agency meetings, including with city, county, and watershed staff • Individual property owner meetings • Preconstruction meeting • Weekly construction meetings Deliverables: Copies of meeting notes and any necessary project analysis Task 5. Construction Surveying Our team will provide comprehensive construction staking services, assisting the contractor during construction of the project. Our survey staff will complete all office computations and checks, taking plan information and developing staking files for the field. Field staff will provide all necessary horizontal and vertical control as well as construction staking as needed by the contractor to complete the work as defined by the plans and specifications. Survey crews will complete field staking on the following features: »Construction limits »Grading »City utilities »Curb and gutter »Signage »Landscaping amenities »Miscellaneous infrastructure features Deliverables: Field stakes and documentation of all survey points installed 185 12 2022 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan Task 6. Construction Administration The project manager will perform the following construction administration responsibilities: »Attend preconstruction meeting »Perform on-site review pertaining to work and progress, as needed »Attend weekly progress meetings, as needed »Prepare change orders and written directives »Review shop drawings, material lists, and suppliers »Respond to RFIs »Review and approve pay requests »Resident coordination »Punch list »Final closeout documents Deliverables: Copies of meeting notes, change orders, directives, shop drawings, materials lists, supplier's lists, and pay requests Task 7. Preparation of As-Built Drawings and Project Closeout Bolton & Menk will complete survey work and as-built survey for the construction project. We will provide detailed record plans to the City of Chanhassen for all construction facets. We will provide final record drawings in full size and half size paper format as well as AutoCAD electronic format. Our team will coordinate with the contractor to provide all final documentation as defined by the contract documents to submit final payment and close out the project. ADDITIONAL VALUE-ADDED SERVICES Public Engagement Value-Added Communications Plan As a company, effective communication with the residents of our communities served has been a firm priority for many years. That dedication initiated the creation of an internal communications department that serves the projects and communities we work on and for. Over the years, our staff have created proactive messaging plans that have transformed controversial projects and aided in organizing communication flows from residents to the right representatives to manage their concerns. We look to be proactive, see likely issues before the calls, and build a clear understanding of expectations for those impacted by construction. On this project, we will add a specific value to the city with a plan that is focused on giving residents a clear understanding of the project's value. We will also show residents why they are being served well financially with the city's proactive approach to managing pavement deterioration. In several other communities, we have been highly successful with helping community members »See the value in an improvement project »Understand that the payment they may make via assessments is lower than it may have been if a proactive approach to maintaining pavement in an area was not in place by the city »Realize the money is well spent on a long-term benefit We believe its our job to help the public understand not only what to expect, but why we are doing the right thing for the community. We will use this plan to help manage thoughtful communications on the project. 186 13 2022 City Street Rehabilitation | City of Chanhassen Project Understanding and Work Plan Pop-Up Meetings Pop-up meetings in the heart of the community offer great opportunities to gain public input. Our team can attend community events where people are already gathered and talk to them where they are. Project Webpage Project webpages are expected, but our planning webpages exceed expectations. We post project information, upcoming events, opportunities to get involved, and invitations for public comment. Our webpages can also include online surveys and a comment mapping interface. Or, if you prefer, we can provide content for the city's own website. Bolton & Menk has received strong, positive feedback on our success in creating and facilitating project webpages, and we can provide great references! Online Comment Mapping Do you want to see residents' thoughts at a single glance? Bolton & Menk has developed an online public input application with a customizable interface and tools. This makes it easy for you to gather all comments in one place. We will design the website to allow people to add their comments directly on a map of the city as well as view and respond to other's comments. Online Project Information We want everyone informed, even if they miss a meeting. We will post materials from the meetings, along with additional information, to help people understand the project and how to provide comments. It'll be like they never missed a meeting at all! Story Map An interactive, online story map helps tell the city's story. We combine project videos and photos with interactive opportunities to create a unique, intuitive, scrollable, online webpage. Social Media Updates Social media is a fun way to interact with people. We will work with city staff to determine regular discussion topics for the city's social media accounts or create a new project-specific account. We will use social media to showcase project events, direct people to information on the project web page, and create a space for people to provide comments and questions. Online Surveys Another great way to gather input is through online surveys. We can create and post surveys on the project web page and promote them in different places like social media. Results are summarized and presented as a report to city staff. Live Polling Live polling software can be used at meetings to ask key questions developed during the planning process. This interactive exercise allows people to instantly see responses. In addition to this being fun, it helps everyone in the room have an equal opportunity for input. On the next page, check out examples of engagement deliverables we've produced for cities just like yours! 187 VIDEOS & ANIMATIONS GRAPHICS BRANDING SOCIAL MEDIA Check out some examples of our deliverables! PRINT UPDATES To view projects at a larger scale or to play the video, click on the icon. ADA MAPS Manual links to videos and Facebook page: https://youtu.be/YezXiqm0KH0 https://youtu.be/jXVg8Vr4Wtw https://youtu.be/S7WgWPrLytw https://www.facebook.com/MovingForward1321/posts/2367731586890263 188 2022 City Street Rehabilitation | City of Chanhassen Watermain Assessment Bolton & Menk has partnered with Echologics, an acoustic technology company, to provide pipe condition assessment and leak detection services. The process is non-destructive, does not interrupt service, and provides quantitative actionable results. The process uses acoustic waves to calculate the average wall thickness of the pipe, which can be compared to the original pipe wall thickness to determine wall thickness loss as a percentage. Pavement Evaluation Bolton & Menk has partnered with RoadBotics, a global leader in providing data-driven roadway assessments. By using artificial intelligence and machine learning, RoadBotics provides an objective evaluation to identify pavement distress. Bolton & Menk can quicky and efficiently transform the provided pavement ratings into a custom block-by-block rehabilitation plan. Manhole Evaluation GeoCP 360 records an interactive 360-degree photo of belowground structures to help communities manage assets. This tool, developed by Bolton & Menk, allows the viewer to observe a 360-degree snapshot in time to quickly evaluate condition and identify needed repairs. Images can be accessed on an intuitive interactive application, which includes an inset map to spatially reference the interactive photos. Presenting 360-degree photography in GeoCP 360 and adding location data gives the context needed to use these images in a future condition assessment or investigation. CLICKHERE 15Project Understanding and Work Plan 189 2022 City Street Rehabilitation | City of Chanhassen COST Bolton & Menk will provide the scope of services as described for an estimated fee of $249,718. We will bill work following our standard hourly billing rates and will not exceed our estimate without prior authorization from the city. NOTE: 1. A senior inspector has been assigned to this project; however, our inspection rate has been discounted to provide added value to the City of Chanhassen 2. We will provide a separate additional fee for any selected additional value- added services 16Cost Client: City of Chanhassen Project: 2022 City Street Rehabilitation Task No.Work Task Description Project ManagerPrincipal-in-ChargeDesign EngineerTrenchless Utility Design EngineerWater Resources EngineerSurvey ManagerProject Communication SpecialistLead InspectorTotals Costs 1.0 Design 1.1 Preparation of Feasibility Study and Assessment Rolls 20 15 35 $5,260.00 1.2 Pavement Analysis 10 8 18 $2,700.00 1.3 Watermain and Sanitary Evaluation 2 16 10 28 $4,356.00 1.4 Storm Sewer Review 8 4 12 $1,688.00 1.5 Storm Pond Evaluation 10 10 $1,420.00 1.6 Prepare Construction Plans and Specifications 75 8 185 30 100 398 $58,822.00 1.7 Prepare Opinion of Probable Cost Based on Final Plans 8 8 8 24 $3,520.00 1.8 Prepare and Submit Permit Applications for Approval 2 4 16 22 $3,148.00 1.9 Easement and Right-of-Way Review 1 4 5 $718.00 1.10 Public Engagement Support 25 25 $2,950.00 Subtotal Hours - Task 1 118 8 248 40 138 0 25 0 577 $84,582.00 2.0 Bidding 2.1 Submit Ad for Bids 1 1 $158.00 2.2 Distribute Plans and Specs 1 1 2 $298.00 2.3 Maintian Planholders List 1 1 $140.00 2.4 Respond To Bidders' Questions and Issue Addenda 2 4 6 $876.00 2.5 Conduct Bid Opening and Tabulate Bids 2 2 $316.00 2.6 Prepare Award Letter 2 2 $316.00 Subtotal Hours - Task 2 8 0 6 0 0 0 0 0 14 $2,104.00 3.0 Design Surveying 3.1 Allowance 93.75 93.75 $15,000.00 Subtotal Hours - Task 3 0 0 0 0 0 93.75 0 0 93.75 $15,000.00 4.0 Meetings 4.1 City Council Meetings (3 Mtgs)6 6 $1,104.00 4.2 Neighborhood Open Houses (2 Mtgs)8 8 $1,472.00 4.3 Project Management Team and Stakeholder Meetings 10 10 $1,580.00 4.4 Preconstruction Meeting 2 2 $316.00 4.5 Property Owner Meetings 8 8 $1,472.00 Subtotal Hours - Task 4 12 22 0 0 0 0 0 0 34 $5,944.00 5.0 Construction Surveying 5.1 Allowance 125 125 $20,000.00 Subtotal Hours - Task 5 0 0 0 0 0 125 0 0 125 $20,000.00 6.0 Construction Administration 6.1 Construction Administration 86 86 $12,040.00 6.2 Inspection ( See Note 1)1000 1000 $110,000.00 Subtotal Hours - Task 6 0 0 86 0 0 0 0 1000 1086 $122,040.00 7.0 Preparation of As-Built Drawings and Project Closeout 7.1 Prepare and Submit Record Drawings in Electronic and Hard Copy Format 10 4 20 34 $4,240.00 7.2 Project Closeout 4 8 12 $1,752.00 Subtotal Hours - Task 7 4 0 18 0 0 4 0 20 46 $5,992.00 Total Hours 142 30 358 40 138 222.75 25 1020 1975.75 Average Hourly Rate $158.00 $184.00 $140.00 $180.00 $142.00 $160.00 $118.00 $110.00 Subtotal $22,436.00 $5,520.00 $50,120.00 $7,200.00 $19,596.00 $35,640.00 $2,950.00 $112,200.00 Subtotal Total Fee $255,662.00 Volume Discount for Planned Meetings (No Cost for Planned Meetings) -$5,944.00 Total Fee $249,718.00 Note: (1) A senior inspector has been assigned to this proejct however our inspection rate has been discounted to provide added value to the Client (2) We will provide a separate additional fee for any selected additional value-added services Detailed Cost Estimate Bolton & Menk, Inc. Project Name City of XXX, Minnesota Section X - Page X 190 Key Team Member Résumés APPENDIX 191 Education Bachelor of Science - Civil Engineering Minnesota State University, Mankato Registration Professional Engineer, Minnesota Organizations American Public Works Association American Society of Civil Engineers Joshua Z. Eckstein, P.E. Project Engineer Summary Josh is a project engineer for Bolton & Menk, beginning his career in 2002. He has completed a variety of engineering projects related to municipal and county highways and streets; municipal sanitary sewer, water systems, and stormwater systems; and residential, commercial, and industrial developments. His design background includes preliminary design and planning, final design, preparation of construction plans and specifications, construction management, and contract administration of municipal, county, and township engineering projects. He also has a range of experience developing, designing, and managing projects with multiple agencies and funding sources such as municipal state aid, county, city, Minnesota Public Facilities Authority, watershed management organizations, state bridge bond funds, and Chapter 429 bond funds. Experience Louisville Township, Minnesota •169 Frontage Road Alignment Study •Engelhaven Street Reconstruction Feasibility Study •Zumbro Avenue Improvements (CSAH 14 to Township Line) •Street Assessment Policy Shakopee Mdewakanton Sioux Community •CSAH 83 Mill & Overlay City of Waconia, Minnesota •2015 Infrastructure Improvements •2013 Infrastructure Improvements •2007 Infrastructure Rehabilitation •2006 Infrastructure Rehabilitation (S.A.P. 231-104-001, 231-105-001, 231- 106-001) •Lift Station 52 Rehabilitation •Southeast Area Lift Station Construction •South-Central Storm Sewer Improvements •Lake Waconia Outlet Improvements •Cedar Point Park Improvements •Northwest Area Watermain Loop •Northeast Area Trunk Utility Study •Numerous Private Development Plan Reviews City of St. Bonifacius, Minnesota •2008 Street Reconstruction •Well No. 4 Raw Water Line •Well No. 4 Construction •2013 Street Improvements •Main Street Sidewalk 192 Joshua Z. Eckstein, P.E., Project Engineer City of Mayer, Minnesota •TH 25 Reconstruction (SP 1006-25) •East Side Reconstruction City of Norwood Young America, Minnesota •Prairie Dawn Park Improvements •Tacoma Avenue/Railroad Street Improvements (SAP 98-080-30) •South Baseball Field Improvements •Sports Complex Improvements •Willkommen Park Improvements •2013 Infrastructure Rehabilitation •2010 Infrastructure Rehabilitation •CSAH 34 Improvements (SAP 10-634-11) •2008 Trunk Watermain Improvements •Faxon Road Improvements •Reform Street Extension •Oak Grove Redevelopment •Shady Lane Drainage •2007 Infrastructure Rehabilitation •2005 Infrastructure Rehabilitation City of Cologne, Minnesota •Fritz Ballfield Retaining Wall Reconstruction •Benton Lake Bituminous Trail •Conrad Avenue Drainage •CSAH 36 Trunk Watermain Extension • City of Lester Prairie, Minnesota •Downtown Alley Reconstruction •Crow River Watermain Crossing •2008 Sidewalk & Trail Improvements (SP 43-591-02) •South Side Storm Sewer Comprehensive Planning •Municipal Utility Evaluation •Cedar and Third Avenue Building Site Review •Infrastructure Depreciation Calculations •CSAH 9 Trunk Watermain Improvements •Central Avenue Utility Improvements •Flood Management and Response Plan •Prairie Ridge Storm Sewer Repair •CSAH 9 and CSAH 23 Watermain Crossing •2013 CIPP Sewer Rehabilitation •2014 CIPP Sewer Rehabilitation City of Winsted, Minnesota •Street Assessment Policy •Pavement Management Program •Grass Lake Road Utilities and Public Works Drainage •Shady Creek Drive and Shady Creek Circle Improvements 193 Joshua Z. Eckstein, P.E., Project Engineer •2008 Airport Improvements •2009 Airport Improvements •Kingsley Street Trail Planning •Grass Lake Farm Watermain Extension •City Hall Storm Sewer •City Hall Slope Stabilization •Industrial Boulevard Sanitary Sewer Realignment •Airport Pavement Rehabilitation •Linden Ave Sewer Improvements •Kingsley Lift Station Rehabilitation •2012 Infrastructure Rehabilitation •Industrial Park Expansion Preliminary Engineering Report •Wastewater Treatment Facility Improvements •Numerous Private Development Plan Reviews •Numerous Preliminary Engineering Reports City of Watertown, Minnesota •2005 Street Reconstruction •2006 CIPP (Slip Lining) City of Mound, Minnesota •2009 Street, Utility, and Lift Station Improvements •2008 Lift Station Improvements •2010 Street, Utility, and Retaining Wall Improvements •2012 Street, Utility, and Retaining Wall Improvements McLeod County, Minnesota •2013 CR 78 and CSAH 23 Infrastructure Rehabilitation •2010 CR 113/3rd Street South Improvements Carver County, Minnesota •2014 CSAH 10 Bridge & Roadway Improvements Jamestown Villa Townhome Association •2012 Street & Drainage Improvements City of Victoria, Minnesota •78th Street & Kochia Lane Street & Drainage Improvements Metropolitan Council Environmental Services •East Bethel Gravity Interceptor & Discharge Phase I (MCES Project 801621) 194 Education Master of Science - Infrastructure Systems Engineering, University of Minnesota Bachelor of Science - Civil Engineering North Dakota State University Bachelor of Arts - Accounting Augsburg University Registration Professional Engineer, Minnesota Organizations National Society of Professional Engineers President 2019-2020 Minnesota Society of Professional Engineers President 2011-2012 Awards Minnesota Society of Professional Engineers - Young Engineer of the Year, 2000 MnDOT Above and Beyond Award for Technical Expertise (Steel Post Guardrail Design), 1999 MnDOT Work Zone Safety Award, 1996 and 1998 MnDOT Achievement Award, 1995, 1996, 1998, and 2000 David P. Martini, P.E. Principal Engineer Summary David began his engineering career in 2000 and since that time he has worked on the design and construction administration of a variety of projects including residential and industrial subdivisions, park improvements, and utility upgrades. His experience also includes federal aid, municipal state aid, and permit applications to agencies such as the Minnesota Pollution Control Agency, Department of Natural Resources, Minnesota Department of Health, and MnDOT. David appreciates the company’s core values and the importance of maintaining personal relationships with our clients. He believes the services and those personal relationships are key to our clients’ success. Experience City of Orono, Minnesota •Street Improvements •Old Crystal Bay Road Reconstruction •Drainage Improvements •Development Review and Oversight •Park and Trail Improvements •Capital Improvement Planning •Pavement Management Plan •Big Island Improvements City of Mayer, Minnesota •TH 25 Reconstruction with Assessments •East Side Reconstruction with Assessments •Development Reviews and Oversight •Master Drainage Improvements •West Ridge Park Grading and Wetland Improvements •Comprehensive Transportation Study •Comprehensive Water and Sewer Plans •North-South Corridor Preservation •Pavement Management Planning •Master Storm Sewer Improvements •Wetland Restoration City of Maple Plain, Minnesota •Veterans Memorial Park Improvements •2021 Street Reconstruction •Capital Improvement Planning •Development Review and Oversight 195 David P. Martini, P.E., Principal Engineer City of Deephaven, Minnesota •Street Improvements •Sewer Improvements •Cottagewood Road Drainage Improvements •Main Beach Drainage Improvements •Fairhomes Road Drainage Improvements •Main Beach Dock Improvements •Stormwater Management Plan •Vinehill Road Bridge •Northome Road Bridge City of Greenwood, Minnesota •Street Improvements •Sewer Improvements •Stormwater Management Plan •Seal Coating City of Woodland, Minnesota •Street Improvements •Stormwater Management Plan City of Watertown, Minnesota •TH 25 ARRA Project •CSAH 20 Reconstruction •2008 Trail Construction •Street Reconstruction Projects •Comprehensive Transportation Plan •Development Reviews and Oversight •Mill Avenue Sanitary Sewer and Watermain Extension •Downtown River Walk •Comprehensive Sidewalk/Trail Study •North-South Alignment Study for Future County Road City of Tonka Bay, Minnesota •Capital Improvement Plan •Stormwater Management Plan City of Ramsey, Minnesota •Comprehensive Sanitary Sewer Plan Update •Northwest and Northeast Sanitary Sewer and Watermain Extensions •Ramsey Town Center AUAR Review •Feasibility Studies for 157th Lane and Ramsey Boulevard •Ramsey Crossing EAW 196 Philip J. Schrupp, P.E. Project Engineer Education Bachelor of Science - Civil Engineering University of Minnesota Associate of Applied Science - Engineering Normandale Community College Associate of Applied Science - Nondestructive Testing Ridgewater Community College Registration Professional Engineer, Minnesota Certifications MnDOT Certifications •Aggregate Production •Bituminous Street I & II •Concrete Field I & II •Grading and Base I & II Organizations Minnesota Society of Professional Engineers Summary As a project engineer at Bolton & Menk, Philip is skilled at designing projects, construction inspection, and project management. Through his experiences, he has become proficient in designing horizontal and vertical alignments, ADA requirements, watermain, sanitary sewer, construction requirements, and overall constructability of projects. Since starting at Bolton & Menk in 2012, Philip continues to use his problem-solving skills to resolve real problems in order to better serve his clients. Experience City of Chaska, Minnesota •TH 41 Reconstruction •TH 61 Bridge & Roadway Improvements •CSAH 14 Signal System and ADA Improvements City of Richfield, Minnesota •66th Street Reconstruction Three River Parks District, Minnesota •Brooklyn Park Trail Connection •Bloomington Trail Connection •Plymouth Trai l Connection •Wayzata Ferndale Road Bikeway Connection •Richfield 70th Street Bikeway Connection City of Cologne, Minnesota •CSAH 36 Watermain Looping City of Mound, Minnesota •2014 Street, Utility, and Retaining Wall •2013 Street & Utility Improvements •2013 Crack Seal and Seal Coat •2012 Crack Seal and Seal Coat •Woodlyn Ridge Subdivision • City of Savage, Minnesota •Hamilton of Savage Street & Utility Improvements - Phase VI •TH 13 Improvements - Phase II Construction Administration City of St. Bonifacius, Minnesota •2013 Street Improvements •Main Street Sidewalk Improvements 197 Philip J. Schrupp, P.E., Project Engineer City of Orono, Minnesota •Watertown Road Rehabilitation City of St. Louis Park, Minnesota •Sidewalk and Trail Improvements City of Waconia, Minnesota •TH 5 Corridor Improvements •2014 Infrastructure Improvement Plan •2013 Infrastructure Improvements •2nd Street Retaining Wall •Old Beach Lane Development •TH 284/10th Street Reconstruction •TH 284/TH 5 Intersection Improvements City of Mayer, Minnesota •TH 25/62nd Street Intersection Improvements City of Watertown, Minnesota •2012 Street and Park Improvements •CSAH 10 Bridge and Roadway Improvements City of Winsted, Minnesota •Kingsley Street Area Improvements •Industrial Park Feasibility Study 198 Robert E. Bean, Jr., P.E. Senior Water Resources Project Engineer Education Bachelor of Science - Civil Engineering North Dakota State University Registration Professional Engineer, Minnesota Organizations American Society of Civil Engineers Summary Bob has provided engineering and construction services to public, private, residential, commercial, and industrial clients since 1995. He is passionate about gaining new experience in all phases and types of engineering. He has been involved with many engineering projects including street construction; installation of sanitary sewer, forcemain, watermain, storm sewer, and lift stations; construction of retention/detention ponds, infiltration basins, bioretention basins, and underground stormwater systems; and residential, commercial, and industrial developments. One of his favorite things about working at Bolton & Menk is the support provided when encountering new endeavors. Bob primarily focuses on providing hydraulic engineering support to our municipal clients. Experience Stormwater Management •Stormwater Reuse and Irrigation Systems, City of Waconia, MN •Drainage Improvements, City of Mound, MN •Drainage Improvements, Shakopee Mdewakanton Sioux Community •Community Park Improvements, City of Watertown, MN •Street & Utility Reconstruction, City of New Germany, MN •Drainage Improvements, City of Mound, MN •Stormwater Management Program Updates, Cities of Cologne, New Germany, Norwood Young America, Mayer, Waconia, and Watertown, MN •MS4 Assistance and SWPPP Development, Cities of Deephaven, Greenwood, Woodland, Orono, Mound, St. Bonifacius, and Waconia, MN •Compost Site, Shakopee Mdewakanton Sioux Community •East Village Residential Development, Shakopee Mdewakanton Sioux Community •Taco Bell/Sonic Restaurants in the Minneapolis/St. Paul Metro Area, YUM! •Luxembourg Apartments, City of Bloomington, MN •City Hall and Civic Improvements, City of St. Michael, MN •Highway 241 Business Park/Napier Court NE, City of St. Michael, MN •Preserve Business Park, City of Blaine, MN •Mississippi Cove Residential Development, City of Otsego, MN •Town Center, City of St. Michael, MN •Watermark Residential Development, City of Victoria, MN •Bloomfield Residential Development, City of Rosemount, MN •Centennial Avenue Wetland Restoration, City of St. Bonifacius, MN •Wetland Restoration, City of Mayer, MN Wetlands •Preserve Business Park, City of Blaine, MN •Water Crossing Residential Development, City of Hanover, MN •Arbor Trail Residential Development, City of Hanover, MN •Oakpointe Residential Development, City of Waconia, MN 199 Education Master of Public Administration - Public Administration Hamline University Bachelor of Science - Civil Engineering University of Minnesota Registration Professional Engineer, Minnesota Publications •Structural Cured-in-Place Pipe for Trunk Watermain, Public Works Magazine Organizations American Public Works Association American Society of Civil Engineers American Water Works Association City Engineers Association of Minnesota Minnesota Society of Professional Engineers Rural Water Association Wastewater Operators Association Awards and Accomplishments National American Public Works Association - Young Leader of the Year Award Nominee for the Minnesota Chapter National American Public Works Association - Exceptional Performance Award for Journalism - Inflow & Infiltration Co-Founder of the American Public Works Association University of Minnesota Student Chapter Mitchell R. Hoeft, P.E. Principal Engineer Summary Mitch is a principal engineer who began his engineering career in 2008. He specializes in trenchless utility rehabilitation, utility maintenance and rehabilitation, and municipal engineering services. He is involved in various organizations throughout the Upper Midwest and strives to establish connections within all aspects of municipalities. Connecting people and services is what drew Mitch to engineering, and he enjoys helping his municipal clients solve their ongoing utility-related issues with limited budgets. Experience Gravity Sanitary Sewer Related Projects •Annual Small Diameter Sewer Lining Projects °Minnesota: Albert Lea, Apple Valley, Brainerd, Brooklyn Center, Brooklyn Park, Cokato, Coon Rapids, Crystal, Duluth, Eagan, Faribault, Golden Valley, Hastings, Hibbing, Hinckley, Inver Grove Heights, Kenyon, Little Canada, Mahtomedi, Mankato, Maple Grove, Maplewood, Minnetonka, MN State Fair, Orono, Owatonna, Plainview, Plymouth, Red Wing, Redwood Falls, Roseville, Savage, Spring Park, St. Cloud, St. Louis Park, St. Paul, Vadnais Heights, Wayzata, West St. Paul, White Bear Lake, Woodbury °Iowa: Cedar Rapids, Dubuque, Perry, Sioux City, Storm Lake °Wisconsin: Appleton, Cumberland, De Pere, Fond du Lac, Green Bay, La Crosse, Manitowoc, Nekoosa, Oshkosh, Rice Lake, River Falls, Rothschild, Stevens Point, Superior, Wauwatosa °South Dakota: Sioux Falls, Watertown, Yankton °North Dakota: Devils Lake, Fargo, Horace, NDDOT, NDSU, South Heart •Minnehaha Creek Sewer Lining, City of Edina, MN •Large Diameter Sewer Lining, City of Brooklyn Park, MN •Lakeside Interceptor Rehabilitation, Western Lake Superior Sewer District •Scott-Bayshore Interceptor Rehabilitation, Green Bay Metro Sewer District •Richfield Interceptor Rehabilitation, Metropolitan Council Environmental Services •North Area Interceptor 6, Metropolitan Council Environmental Services •Sanitary Sewer Flood Repairs No. 6, City of Cedar Rapids, IA •Turtle Creek Sewer Rehab, City of Austin, MN Forcemain - Sanitary Sewer Related Projects •Lift Station 1 & 4 and Forcemain Improvements, City of West St. Paul, MN •Lift Station 2 and Forcemain Improvements, City of West St. Paul, MN •L46/L49 DIP Forcemain Condition Assessment, Metropolitan Council Environmental Services •Plymouth Forcemain Rehabilitation, Metropolitan Council Environmental Services •Misc. Forcemain Rehabilitation Assistance, City of Minnetonka, MN 200 Mitchell R. Hoeft, P.E., Principal Engineer Watermain Related Projects •PCCP Watermain Rehabilitation, Milwaukee Regional Medical Center •Lower St. Anthony Falls Watermain Repair, U.S. Army Corp of Engineers •Water Treatment Plant Renovations, City of Mankato, MN •4th Street Watermain Rehabilitation, City of Duluth, MN •Tri-City Watermain Rehabilitation, City of Golden Valley, Fridley, and Hutchinson, MN •12 Oaks Watermain Lining, City of Minnetonka, MN •NW Area Water Tower and Watermain Improvements, City of Faribault, MN Storm Sewer Related Projects •Antler’s Ridge Storm Sewer Rehabilitation, City of Eden Prairie, MN •Rehabilitation of Storm Sewer Systems at the Weston Plant, WE Energies •36-Inch Emergency Storm Sewer Lining, 3M in Saint Paul, MN •Misc. Storm Sewer Rehabilitation, City of Minnetonka, MN •Orchard Avenue Storm Sewer Rehabilitation, City of Crystal, MN 201 Edward J. Rock III, L.S. Survey Manager Education Bachelor of Science - Survey Engineering Ferris State University Bachelor of Arts - Environmental Science State University of New York Registration Licensed Land Surveyor, Minnesota, Wisconsin, North Dakota NCEES Record Organizations Society of Professional Surveyors Summary Ed is a survey manager who began his surveying career in 1999. He has experience in surveying, engineering, and construction-related services. Ed’s experience gives him the ability to address complex technical issues with clients, project managers, and discipline leads, a task he thoroughly enjoys. He routinely prepares easement descriptions and exhibits, right-of-way and subdivision plats, ALTA/NSPS, boundary, and topographic surveys using AutoCAD Civil 3D software. His previous experience includes projects involving commercial land acquisition and development, midstream oil and gas systems, right-of-way procurement and platting, geodetic control networks, utilities inventory, and transportation design applications for governing bodies at municipal, state, and federal level Experience CSAH 83 B/T CSAH 82 and CSAH 42; S.A.P. NO. 070-683-012 – MnDOT and Scott County Highway Department, MN Design and construction survey for Street and Public Utility Improvements and relocation between CSAH 42 and CSAH 82 TH 41 from Hundermark to Pioneer Trail; S.A.P NO. 1008-85 – MnDOT and Carver County, MN Design and construction survey for right-of-way, street & public utility improvements and relocation CSAH 61 Bridge and Roadway Improvements; S.A.P NO. 010-661-006 – MnDOT, Carver County, and City of Chaska, MN Design and construction survey for right-of-way acquisition, bridge, street and public utility improvements TH 5 Corridor Improvements; S.P. 1002-106, S.A.P NO. 231-010-008 and S.A.P. 010-610-049 – MnDOT and City of Waconia, MN Design and construction survey for right-of-way, street and public utility improvements and relocation TH 5 and CSAH 10; S.A.P NO. 1002-109 & 010-610-051 – MnDOT and Carver County, MN Design and construction survey for right-of-way, roundabout, street and public utility improvement Street and Public Utility Improvements – City of Mound, MN Design and construction survey for paving, curb and gutter, water main and sewer improvements for Lynwood Avenue, Bartlett, Tuxedo and Grandview Boulevards. Prepare drainage and utility easements. 202 Edward J. Rock III, L.S., Survey Manager Tewapa Subdivision, Street and Utility Construction Project – Shakopee Mdewakanton Sioux Community, Prior Lake, MN Design and construction survey for residential subdivision, grading, streets, drainage, and utilities. CSAH 10 Right-of-Way Plats No. 23 and 25 – Carver County, MN Land acquisition and easements associated with right-of-way platting for CSAH 10 re-alignment. Provide survey-related design and construction services for a new roundabout interchange from TH 5 to CSAH 32. Southwest Light Rail Transit (SWLRT) – Hennepin County, MN Project management for subsurface utility engineering and coordination services during the design process of the METRO Green Line extension project. Coordinate utility owners and survey subcontractors to accurately map existing underground utilities within the project corridor. 78th Street & Kochia Lane; Street and Public Utility Improvements – City of Victoria, MN Design and construction survey for grading, paving, curb and gutter, and storm sewer improvements. 203 Summary Cody has been working as a construction project representative for Bolton & Menk since 2017. He routinely works with all project stakeholders to deliver a final product that meets the owner’s specifications and expectations. Cody provides insights and solutions to unforeseen conflicts during construction, works with residents to ensure a project impacts them as little as possible, and makes sure project owners are pleased with the final product. He is especially knowledgable of concrete and utility installation, using his 17 years of experience in the construction industry. Prior to working at Bolton & Menk, Cody managed his family’s concrete business and oversaw construction progress from design through scheduling and installation. Experience •2021 Mill and Overlay, City of Watertown •2020 Mill and Overlay, City of Watertown •Fields of Waconia Development, City of Waconia •Mystic Lake Roundabout Design, Shakopee Mdewakanton Sioux Community •Inyan Ceyaka Otonwe Subdivision, Shakopee Mdewakanton Sioux Community •CSAH 83 Reconstruction, Shakopee Mdewakanton Sioux Community •2021 Mill and Overlay, City of Shorewood •2020 Street Overlay, City of Independence •Winkler’s Crossing 3rd Addition, City of Cologne •Oak Tree Development, City of Carver Education Bachelor of Science - Construction Management Minnesota State University, Mankato Cody Gerold Construction Project Representative 204 Summary Nicole is a project communication specialist for Bolton & Menk who began her career in 2017. She has a passion for effectively conveying complex engineering ideas in a simple way that encourages everyone to participate. Nicole provides strategic communication plan expertise, digital campaign development, graphics and video creation, and website and social media management. With her media background, she can deliver messages tailored to each community’s unique needs. Her skills are present from the early stages of a project through construction. She has helped clients of all sizes and has served residents and businesses, from cities and counties to transit services and airports. Experience Studies, Planning, and Design Projects •Rice Street Visioning Study, Ramsey County, MN •Highway 10/169 Improvements, City of Anoka, MN •CH 21 Downtown Prior Lake Reconstruction, Scott County, MN •Arboretum Area Transportation Plan, Carver County, MN •Greater Minnesota Mobility Study, MnDOT •TH 41 Reconstruction, Carver County, MN •Southview Boulevard & 3rd Avenue Improvements, Dakota County, MN •Hopkins 2040 Comprehensive Plan Update, Hopkins, MN •MVTA Strategic Plan Update, Minnesota Valley Transit Authority •TH 14/15 New Ulm Gateway, MnDOT •CSAH 8 Wentworth Reconstruction, Dakota County, MN •Broadway Avenue Reconstruction, City of Rochester, MN •Stillwater Road/75th Street Safety and Management, Washington County, MN •8 Unit T-Hanger, City of Hawley, MN •Active Transportation Plan Update, City of Fairmont, MN •2017 Safe Routes to School, City of Janesville, MN •Comprehensive Plan Update, City of Luverne, MN •2040 Comprehensive Plan Update, City of Scandia, MN Construction Communication Projects •Cedar Lake Road Improvements, City of St. Louis Park, MN •Highway 13 Reconstruction in Prior Lake, MnDOT •Southview Boulevard & 3rd Avenue Improvements, Dakota County, MN •Woodbury 2017, 2018, and 2019 Rehabilitation Projects, City of Woodbury, MN •Waite Park 2017 & 2018 Concrete Rehabilitation Projects, City of Minneapolis, MN •Penn/Oliver Avenue South Concrete Rehabilitation Project, City of Minneapolis, MN •CSAH 61 Bridge and Roadway Reconstruction, Carver County, MN •CSAH 70 Gull River Crossing, Cass County, MN Education Bachelor of Science - Mass Communications and Public Relations Minnesota State University, Mankato Nicole Krause Project Communication Specialist 205 Nicole M. Krause, Project Communication Specialist •TH 53 Intersection & Passing Lane Improvements, MnDOT District 1 •2017 Concrete Pavement Rehabilitation Project, City of Minneapolis, MN •SW Interceptor Project, City of Jordan, MN •Fox Street Improvements Project, City of Orono, MN •2017 Street Improvements Project, City of Orono, MN •CSAH 10 Realignment, Carver County, MN •2017 Street Improvements Project, City of Zimmerman, MN Communication-Specific Projects •Webber 44 Public Engagement, Hennepin County, MN •CH 21 Downtown Prior Lake Improvements Construction Community Liaison, City of Prior Lake, MN 206 ############################################################# # # ##################################################################################### 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 ST15 ST14 ST17 ST61 ST18 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 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 SA101 SA7 SA41 SA5 SA101 SA41 SA5 )212 )212 GreatPla in s B lvdPowers BlvdLyman Blvd AudubonRdChanhassen RdArboretumBlvd ArboretumBlvd PioneerTrl GreatPlain s B lvdGalpinBlvdH a z e ltin e B lv d MarketBlvdPowers BlvdFl yi ng CloudDr ST101 ST101 GH117 Date Created: 7/1/2021 Document Path: K:\Departments\Engineering\CIP\2022-2026\CIP_5Year_2022-2026.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP - Streets (2022-2026) City of Chanhassen Legend 2022 2023 2024 2025 2026 2022 - Municipal State Aid (MSA) 2023 - Municipal State Aid (MSA)### ### ###2023 - County/State Project ### ### ###2024 - County/State Project ### ### ###2025 - County/State Project 207 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2021 2025thru Department Street Improvements Description Annual project to rehabilitate and/or reconstruct streets in the City. The 5 year Capital Pavement Management Plan identifies the planned streets for the next five years. The Plan gets updated every fall to review priorities and needs. Project #ST-012 Priority n/a Justification The City uses a Pavement Management System to monitor the condition of the City streets. While proper preventative maintenance extends the life of the street and is cost effective, a street will eventually deteriorate to a point that major maintenance is required. Rehabilitation projects extend the life of the street. In cases when utilities or poor sub grade needs to be replaced or where streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility study is written to consider the merits of the project, scope of work and assessments. Budget Impact/Other The construction allotment revenue the City receives from MSA has been cut by 15% for 2021. No advancements are being approved by MSA until further notice. The City has an Assessment Policy, last updated in 2014, that identifies what and how much of the project is assessed to benefiting properties. Useful LifeUnassignedProjectNameAnnualStreetImprovementProgramCategoryStreets/Highways Type Improvement Account #2 Account #1 601-6xxx-4xxx Total Project Cost:$59,152,000 Account #4 Account #3 Total20212022202320242025Expenditures 26,895,0006,795,000 4,875,000 4,975,000 5,075,000 5,175,000Construction 6,795,000 4,875,000 4,975,000 5,075,000 5,175,000 26,895,000Total Prior 32,257,000 Total Total20212022202320242025FundingSources 19,000,0003,600,000 3,700,000 3,800,000 3,900,000 4,000,000Assessment/Revolving Assess Fund 975,000975,000MSA 1,320,000420,000 225,000 225,000 225,000 225,000SewerUtilityFund 2,500,000500,000 500,000 500,000 500,000 500,000SurfaceWaterUtilityFund 3,100,0001,300,000 450,000 450,000 450,000 450,000WaterUtilityFund 6,795,000 4,875,000 4,975,000 5,075,000 5,175,000 26,895,000Total Prior 32,257,000 Total 103 208 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 20__, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and __________________________________________ "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for_____________________. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for quote – __________________ dated ______, 20___; C. Insurance Certificate; D. Consultant’s ______, 20___ proposal for___________________ (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 209 2 201749v1 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficien cies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 210 3 201749v1 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 211 4 201749v1 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including pa yment for services performed or furnished to the date and time of termination. Dated: _______________, 20__. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__. _______________________ BY: _____________________________________________ Its 212 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO: 2021-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A PROFESSIONAL SERVICES AGREEMENT WITH BOLTON & MENK, INC. FOR DESIGN SERVICES RELATED TO THE 2022 STREET IMPROVEMENT PROJECT WHEREAS, the City has a Pavement Management Program (PMP) that is supported by the 5-yr Capital Improvement Plan (CIP); and WHEREAS, part of the PMP and CIP is to perform annual rehabilitation of various public streets and related infrastructure; and WHEREAS, the annual Street Improvement Project requires professional design services; and WHEREAS, the City solicited proposals from multiple qualified design consulting firms; and WHEREAS, multiple responsive proposals were received and evaluated by City Staff; and WHEREAS, the fee proposed by the highest ranked proposal fits within the established project budget. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a Professional Services Agreement with Bolton & Menk, Inc. for design services related to the 2022 Street Improvement Project. Passed and adopted by the Chanhassen City Council this 25th day of October, 2021. ATTEST: Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 213 City Council Item October 25, 2021 Item Resolution 2021-XX: Accept a Donation from T-Mobile for October 2021 Halloween Party File No.Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Priya Tandon, Recreation Coordinator Reviewed By Jerry Ruegemer SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting a donation of $3,000 from T-Mobile as a contribution to the October 2021 Halloween Party program, and directs staff to prepare a letter of thanks to T-Mobile's Regional Marketing Manager, Tony Wirz." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The Chanhassen Parks & Recreation Department will present the 37th annual Halloween Party program on Saturday, October 30th at the Chanhassen Recreation Center. T-Mobile has generously agreed to donate $3,000 as the title sponsor of the event to cover all base costs of the event. DISCUSSION BUDGET 214 RECOMMENDATION Staff recommends that the City Council adopt the attached resolution accepting the $3,000 donation from T-Mobile for the October 2021 Halloween Party program. Additionally, staff will prepare a letter of thanks to T-Mobile for their involvement and generous donation. ATTACHMENTS Resolution 215 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO:2021-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING A DONATION FROM T-MOBILE BE IT RESOLVED THAT THE CHANHASSEN CITY COUNCIL hereby accepts the $3,000donation from T-Mobile for the October 2021 Halloween Party program. BE IT FURTHER RESOLVED that staff is directed to prepare correspondence thanking T-Mobile for their generous contribution. Passed and adopted by the Chanhassen City Council this 25 th day of October, 2021. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 216 City Council Item October 25, 2021 Item Resolution 2021-XX: Power Hill Park Trail Repairs File No.N/A Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council Adopts a Resolution authorizing entering into a contract with Northwest Asphalt to perform bituminous trail repairs in Power Hill Park." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY There are various sections of the existing bituminous trail around the stormwater ponds in Power Hill Park that need repair. BACKGROUND The trails were constructed in 1991 and have had little maintenance performed to date. DISCUSSION The issue at hand is that roots from trees surrounding the ponds have migrated under the trail and have boiled up the pavement. The boils have created an unsafe surface for which to recreate and maintain. The segments of trail not immediately adjacent to the ponds are in fair shape and are not part of the repair scope. The repair involves removal of the pavement and 18" of subgrade. A root barrier will be 217 installed on the pond side of the subcut and then backfilled with aggregate paved with new bituminous pavement conforming to City standards. BUDGET This is an unplanned maintenance activity and not a scheduled capital improvement. We obtained two quotes for the work. Northwest Asphalt $31,488.75 Bituminous Roadways $40,090.00 The funding will come from the City's Transportation Infrastructure Management (TIM) Fund balance. We've set the contract not-to-exceed amount at $35,000 which includes a 10% contingency to cover unexpected field changes. RECOMMENDATION Northwest Asphalt has done a great deal of work for the City with good results, and therefore Staff recommends Council authorize the contract. ATTACHMENTS Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair Resolution 21-XX_Power Hill Park Trail Repair 218 1 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx FORM OF AGREEMENT BETWEEN CITY OF CHANHASSEN AND CONTRACTOR FOR POWER HILL PARK TRAIL REPAIRS THIS AGREEMENT, made this 25th day of October, 2021, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“Owner”) and NORTHWEST ASPHALT, INC. (“Contractor”). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement; B. City of Chanhassen General Conditions of the Construction Contract; C. Current edition of City of Chanhassen Standard Specifications & Detail Plates. D. Quote/Bid dated October 7, 2021; Attached hereto as EXHIBIT A. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 2. OBLIGATIONS OF THE CONTRACTOR. The contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents a Not-To-Exceed amount of Thirty Five Thousand and 00/100 dollars ($35,000.00). 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by Engineer as provided in the General Conditions. B. Progress Payments; Retainage. Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. 219 2 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1 ½ percent per month or any part of a month to the Subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 (attached) required from general contractor. Minn. Stat. § 290.92 requires that the City of Chanhassen obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by Engineer. 5. COMPLETION DATE. A. The Work must be completed and completed and ready for final payment in accordance with the General Conditions by November 15, 2021. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. 220 3 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: 221 4 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner, the Engineer, and any Subcontractor. (4) The Contractor shall bind every Subcontractor by the terms of the Contract Documents. 7. WORKER’S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. 8. COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured on a primary and non- contributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: Bodily Injury: $2,000,000 each occurrence $2,000,000 aggregate products and completed operations Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Contractual Liability (identifying the contract): Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Personal Injury, with Employment Exclusion deleted: $2,000,000 aggregate 222 5 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx Comprehensive Automobile Liability (owned, non-owned, hired): Bodily Injury: $2,000,000 each occurrence $2,000,000 each accident Property Damage: $2,000,000 each occurrence 9. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 10. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 11. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. 223 6 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Software License. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement G. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County. 224 7 G:\ENG\Council Meetings\20211025\Consent\Power Hill Park Trail Recon\Contract-Chanhassen-NW Asphalt-Power Hill Park Trail Repair.docx J. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. K. Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of- way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. M. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF CHANHASSEN CONTRACTOR: BY: BY: Elise Ryan, Mayor Its __________________ BY: Laurie Hokkanen, City Manager 225 226 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO: 2021-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A CONTRACT WITH NORTHWEST ASPHALT, INC. FOR TRAIL REPAIRS IN POWER HILL PARK WHEREAS, there are certain areas of existing bituminous trails located in Power Hill Park that are in need of repair; and WHEREAS, since the estimated value of work was thought to exceed $20,000 staff obtained two (2) quotes from contractors to perform the work; and WHEREAS, the Contractor with the low quote has successfully completed other city projects, including trail repairs; and WHEREAS, funding is available in the Transportation Infrastructure Management Fund. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a contract with Northwest Asphalt, Inc. for trail repairs in Power Hill Park. Passed and adopted by the Chanhassen City Council this 25th day of October, 2021. ATTEST: Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 227 City Council Item October 25, 2021 Item Resolution 2021-XX: Approve Purchase of 2021 Microsoft Office365 User Licenses File No.Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Rick Rice, IT Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council Adopts a Resolution Approving the Purchase of the 2021 Microsoft Office365 User Licenses." Motion Type Simple Majority Vote of members present Strategic Priority Communications SUMMARY Purchase of Microsoft Office365 User Licenses to replace older local Office and on-premise Exchange server and user licenses. BACKGROUND The City has been purchasing on-premise Microsoft Office and Exchange Server and User licenses with Software Assurance from SHI on the Minnesota State contract. Though Microsoft has released updated on-premise versions of these products, they are no longer including all the features of their hosted Office365 versions. It is unclear if Microsoft will continue to release on-premise versions. Staff identified the Microsoft Office365 licenses as one of the technology items in the $400,000 budget amendment for technology, innovation and efficiencies approved earlier this year. 228 DISCUSSION The features of Office365 fit well into the strategic plan initiatives of communications and operational excellence. In addition to the traditional e-mail services, Office365 will add Microsoft Teams which will provide an internal messaging feature for Staff and Council and will replace our current Zoom solution for hosting virtual meetings. Office365 also includes SharePoint which provides a means to host files and folders, collaborate on document editing, and allow for sharing documents outside of the city. There have been numerous attacks this year against on-premise Exchange mail servers requiring additional staff time to respond and apply security patches. The Exchange component of Office365 will have redundant servers and greatly improve security with encryption and two factor authentication. BUDGET The first year cost of $18,500 for the new Office365 user licenses are part of the $400,000 budget amendment funding. The remaining years of $18,500 per year are being funded out of the MIS internal services fund. The current Microsoft Software Assurance licenses for Office and Exchange are not being renewed and will somewhat offset the new license cost. RECOMMENDATION Staff recommends approval for the purchase of Microsoft Office365 user licenses at a cost of $18,500 per year for the three-year term totaling $55,500 from SHI to replace current on-premise user licenses of Microsoft Office and Exchange Server. ATTACHMENTS SHI Quote-21160089 Office365 Resolution 229 Pricing Proposal Quotation #: 21160089 Created On: 10/20/2021 Valid Until: 11/19/2021 City of Chanhassen Senior Inside Account Executive Richard Rice 7700 Market Blvd Chanhassen, MN 55317 United States Phone: (952) 227-1111 Fax: Email:rrice@ci.chanhassen.mn.us David Vieira 290 Davidson Ave. Somerset, NJ 08873 Phone: 732-652-7647 Fax:732-507-1538 Email:David_Vieira@shi.com All Prices are in US Dollar (USD) Product Qty Your Price Total 1 Microsoft Office 365 (Plan G3) - Subscription license (12 months) - 1 user - hosted - GOV - EA Subscription, Government Community Cloud - All Languages Microsoft - Part#: AAA-11894 Note: Year 1 of 3 (12 Months) - MN Statewide Enterprise Agreement 70 $218.00 $15,260.00 2 Microsoft Office 365 (Plan G1) - Subscription license (1 Year) - 1 user - hosted - EA Subscription - All Languages Microsoft - Part#: T6A-00024 Note: Year 1 of 3 - MN Enterprise Agreement 40 $81.00 $3,240.00 3 Microsoft Office 365 (Plan G3) - Subscription license (12 months) - 1 user - hosted - GOV - EA Subscription, Government Community Cloud - All Languages Microsoft - Part#: AAA-11894 Note: Year 2 of 3 (12 Months) - MN Statewide Enterprise Agreement 70 $218.00 $15,260.00 4 Microsoft Office 365 (Plan G1) - Subscription license (1 Year) - 1 user - hosted - EA Subscription - All Languages Microsoft - Part#: T6A-00024 Note: Year 2 of 3 - MN Enterprise Agreement 40 $81.00 $3,240.00 5 Microsoft Office 365 (Plan G3) - Subscription license (12 months) - 1 user - hosted - GOV - EA Subscription, Government Community Cloud - All Languages Microsoft - Part#: AAA-11894 Note: Year 3 of 3 (12 Months) - MN Statewide Enterprise Agreement 70 $218.00 $15,260.00 6 Microsoft Office 365 (Plan G1) - Subscription license (1 Year) - 1 user - hosted - EA Subscription - All Languages Microsoft - Part#: T6A-00024 Note: Year 3 of 3 - MN Enterprise Agreement 40 $81.00 $3,240.00 Subtotal $55,500.00 Total $55,500.00 Additional Comments 230 Please note, if Emergency Connectivity Funds (ECF) will be used to pay for all or part of this quote, please let us know as we will need to ensure compliance with the funding program. Thank you for choosing SHI International Corp! The pricing offered on this quote proposal is valid through the expiration date listed above. To ensure the best level of service, please provide End User Name, Phone Number, Email Address and applicable Contract Number when submitting a Purchase Order. For any additional information including Hardware, Software and Services Contracts, please contact an SHI Inside Sales Representative at (888) 744-4084. SHI International Corp. is 100% Minority Owned, Woman Owned Business. TAX ID# 22-3009648; DUNS# 61-1429481; CCR# 61-243957G; CAGE 1HTF0 Hardware items on this quote may be updated to reflect changes due to industry wide constraints and fluctuations. The Products offered under this proposal are resold in accordance with the SHI Online Customer Resale Terms and Conditions, unless a separate resale agreement exists between SHI and the Customer. 231 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO:2021-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING PURCHASE OF MICROSOFT OFFICE365 USER LICENSES FROM SHI WHEREAS,city staff has identified Microsoft Office365 as a primary solution to improve efficiency in document creation, management and accessibility; and WHEREAS, the Microsoft Office365 solution will include Microsoft Teams which provides internal messaging for staff and will replace the current Zoom solution for the hosting of virtual meetings; and WHEREAS,the Microsoft Office365 solution will include Microsoft SharePoint which provides collaboration on documents and the ability to share documents outside of the city; and WHEREAS,there is an increasing number of security issues with maintaining on- premise Microsoft Exchange email servers; and WHEREAS,the Microsoft Office365 solution ensures the city is always running the most current versions of the associated applications; and WHEREAS,the quote received from SHI for the three-year purchase agreement is a Minnesota Statewide Enterprise agreement which fulfills the requirements of the city purchasing policy. NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen, Minnesota, approves the purchase of Microsoft Office365 user licenses at a cost of $18,500 per year for the three-year term totaling $55,500 from SHI to replace current on-premise user licenses of Microsoft Office and Exchange Server. Passed and adopted by the Chanhassen City Council this 25 th day of October, 2021. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 232 City Council Item October 25, 2021 Item Approve a Request for an Amendment to Interim Use Permit (IUP) to Amend the Completion Deadline, Haul Route and Storage Area as Part of the Wetland Modification for Black Cherry Development File No.Planning Case No. 2021-03 Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Bob Generous, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves an amendment to Interim Use Permit (IUP) 2021-03 extending the completion timeframe, haul route and stockpile site on property located northeast of 775 West 96th Street from January 25, 2022 to July 25, 2022." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is requesting an amendment to the IUP permitting the removal of organic soils from the wetland and the stockpiling of soil on the property to extend the completion date from January 25, 2021, and to revise the haul route and stockpile site on the properties. The grading plan for the wetland area has not changed. Due to the change in the weather last winter with a quick warm up, the applicant was unable to complete the alteration of the wetland work. They intend to complete the work during this winter's frozen season. The applicant needs another month to assure completion and then some time in the spring to get the vegetation re-established. The requested extension will allow the project to be completed. 233 BACKGROUND On January 25, 2021, the Chanhassen City Council approved the Interim Use Permit to allow site grading for the wetland and a haul route and stockpile area on the southern portion of the property. On October 19, 2021, the Planning Commission held a public hearing to review the proposed amendment to the Interim Use Permit. The Planning Commission voted 5 - 0 to recommend approval of the revisions. There were no issues or concerns with the proposed amendment. DISCUSSION This project started last winter and the sudden warm up forced the applicant to stop work with only half of it completed. The IUP expires January 25, 2022. The applicant needs another month to assure completion and then some time in the spring to get everything re-established. They are simultaneously working on a grading permit for the Erhart Farm property, but the wetland excavation work is separate from the development grading proposed. The applicant requested a six-month extension of the IUP to July 25, 2022. Staff is recommending a one-year extension until October 25, 2022. In addition to the extension of the timeframe, the applicant is revising the haul route and stockpile storage area to coordinate it with the proposed residential subdivision of the property. BUDGET RECOMMENDATION Staff recommends that City Council approve the amended Interim Use Permit 2021-03 to allow site grading by revising the haul route and stockpile location and extending the completion deadline to one year from City Council approval, subject to the Conditions of Approval, and adopt the Planning Commission's Findings of Fact. ATTACHMENTS Interim Use Permit Grading Findings of Fact - Signed Staff Report Black Cherry Development Erhart IUP amendment 10-1-21 Wetland Alteration Plan Update 234 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES INTERIM USE PERMIT #2021-03 1.Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby amends and restates Interim Use Permit 2021-03, recorded February 3, 2021, as document A716938, an interim use for grading per the plans dated October 1, 2021, prepared by Alliant Engineering. 2.Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: See Exhibit A 3.Conditions. The permit is issued subject to the following conditions: Engineering 1. The Interim Use Permit shall be approved for a period of one (1) year from the date of City Council approval. The applicant will need to request a formal extension of the Interim Use Permit pursuant to City Code Section 20-321 at least 60 days prior to the expiration date of the Interim Use Permit. 2. A survey of the proposed stockpile location shall be provided before grading operations and after grading operations to delineate the total area and volume of material stockpiled in conjunction with this Interim Use Permit. 3. The applicant and their Engineer shall work with City staff in amending the Grading and Erosion and Sediment Control Plans dated October 1, 2021, prepared by Mark Rausch, PE with Alliant Engineering, Inc. in the event that the grading permit for the Erhart Farms subdivision is not approved on October 25, 2021. 4. The applicant shall supply an additional cash escrow or letter of credit in the amount of $13,500.00 prior to grading operations. 5. Permitted hours of operation will be 7:00 a.m. to 6:00 p.m., Monday through Friday, and 9:00 a.m. to 5:00 p.m. on Saturday with no work permitted on Sunday or public holidays. 235 2 6. All erosion and sediment control BMPs shall be installed prior to the initiation of any site grading. Inspection and approval by the City of the installed erosion and sediment control measures must be had prior to grading operations. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, as necessary, i.e. Riley Purgatory Bluff Creek Watershed District, Carver County, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Army Corps of Engineers, etc. and comply with their conditions of approval. Environmental Resources 1. No vegetation within the upland or wetland buffer areas of the city property shall be removed. 2. No access to the project site shall be allowed through City property. 3. The applicant is required to submit a restoration plan that includes the replacement of trees within the buffer area and the haul route for the original haul route. The quantity shall be determined to match the existing density occurring in the forest outside of the construction limits. 4. Soil compaction tests shall be taken and levels documented post construction for the original haul route. If soil bulk density exceeds limits to plant growth (1.0g/cc), then appropriate restoration methods shall be employed such as aeration as directed by the city. Water Resources 1. The applicant must limit all grading to the wetland boundary. No grading or vegetation removal is allowed beyond the wetland into the upland. 2. The wetland boundary must be completely flagged and walked with the City’s Water Resources Coordinator before any construction activities can begin. 3. Erosion and sediment control measures must be adequately in place before construction begins. 4. No grading is permitted in the Type 3 portion of Wetland 2 (see plans for further details). Area of non-disturbance must be flagged prior to construction and approved by the City’s Water Resources Coordinator. 5. The applicant shall apply for and obtain permits through the Riley Purgatory Bluff Creek Overlay District, including dredging, floodplain. 4.Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5.Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse. 6.Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. 236 3 Dated: October 25, 2021 CITY OF CHANHASSEN By: Elise Ryan, Mayor By: Laurie Hokkanen, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of __________, 2021, by Elise Ryan, Mayor, and Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. Notary Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 237 4 EXHIBIT "A" TO INTERIM USE PERMIT #2021-03 LEGAL DESCRIPTION OF CITY PROPERTY: Outlot E, Foxwood, Carver County, Minnesota LEGAL DESCRIPTION OF ERHART PROPERTY: Parcel 2: Outlot A, Butternut Ridge Addition, Carver County, Minnesota. EXCEPTING THEREFROM the following: Tract A: Outlot A, Butternut Ridge Addition, Carver County, Minnesota; which lies westerly and northwesterly of Line 1 descripted below: Line 1: Commencing at the north quarter corner of Section 26, Township 116 North, Range 23 West; thence run east on a azimuth of 89 degrees 58 minutes 40 seconds along the north line of said section for 523.29 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 230 degrees 31 minutes 30 seconds for 125.85 feet; thence on an azimuth of 251 degrees 33 minutes 26 seconds for 423.16 feet; thence on an azimuth of 173 degrees 19 minutes 17 seconds for 594.73 feet; thence on an azimuth of 180 degrees 48 minutes 53 seconds for 493.70 feet to a point on the south line of said Track A and there terminating. ALSO EXCEPTING THEREFROM the following: That part of Outlot A,Butternut Ridge Addition, Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO.10-46,AND 10-47,according to the recorded plats thereof,Carver County,Minnesota,and easterly of the following described line: Commencing at point B7 of said right of way plat; thence South 89 degrees 34 minutes 41 seconds West,assumed bearing,along the south line of said Outlot A 32.22 feet to the point of beginning of a line to be described;thence northerly 200.91 feet along a non-tangential curve,concave to the west,central angle 20 degrees 11 minutes 41 seconds,radius 570.00 feet, chord bearing North 09 degrees 18 minutes 16 seconds West; thence northwesterly 435.88 feet along a compound curve, concave to the southwest, radius 703.00 feet,central angle 35 degrees 31 minutes 29 seconds;thence North 54 degrees 55 minutes 36 seconds West, along tangent, 516.07 feet to a point on said westerly right ofwaylineandsaid line thereterminating. ALSO EXCEPTING THEREFROM the following: 238 5 That part of Outlot A, Butternut Ridge Addition according to the recorded plan thereof, Carver County, Minnesota lying westerly of a line described as follows: Commencing at the South corner of Lot 2, Block 4, Foxwood, according to the recorded plat thereof Carver County, Minnesota; thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds WestalongtheEast lineofsaid Lot 2 a distance of 189.51 feet to theNortheast comer ofsaid Lot 2 and the point of beginning of said line; thence South 48 degrees 05 minutes 58 seconds East 61.09 feet; thence South 41 degrees 54 minutes 02 seconds West 134.40 feet to the Southwesterly line of said Lot2 andsaidlinethereterminating. Also: That part of Lot 2, Block 4, Foxwood, according to the recorded plat thereof, Carver County, Minnesota lyingeasterly ofalinedescribed as follows: Commencing at the Southerly corner of Lot 2, Block 4, Foxwood, according to the recorded plat thereof, Carver County, Minnesota; thence on an assumed bearing of North 00 degrees 02 minutes 05 seconds West alongtheEastlineofsaidLot2adistanceof189.51 feettotheNortheastcornerofsaid Lot2 and thepoint ofbeginning ofsaidline; thence South 48degrees 05minutes 58 secondsEast 61.09 feet; thence South 41 degrees 54 minutes 02 seconds West 134.40 feet to the Southwesterly line ofsaid Lot2 andsaidlinethereterminating. LEGAL DESCRIPTION OF 9197 EAGLE RIDGE RD: TRACTA: That part of the south 732.28 feet of the north 762.28 feet of the Southwest Quarter of the Southwest Quarter,Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying east of the west 271.79 feet thereof and westerly of the centerline of State Highway No. 101 EXCEPT that partthereofdescribed asfollows: Thatpartofthenorth180feetoftheeast16.00feetofthewest287.79 feetoftheSouthwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lyingsouth ofthenorth 30.00feetthereof. TRACT B: That part of the west 271.79 feet of the north 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, and that part of thenorth 30.00 feetof said Southwest Quarter of the Southwest Quarter,lying east of the west 271.79feetthereofandwesterlyofthecenterlineofStateHighwayNo.101described as: That part of the north 330.00 feet of the east 16.00 feet of the west 271.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying south of the north 180 fee thereof. 239 6 EXCEPTING from the above Tracts A and B the following: That part of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 718 on Minnesota Department of Transportation Right of Way Plat Numbered 10-19 asthesameisonfileandofrecord intheofficeoftheCounty Recorderinand for Carver County, Minnesota. And also excepting: That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying westerly of the westerly right of way line of Trunk Highway No. 101, Minnesota Department of Transportation Right of Way Plat No. 10-19, 10-46 and 10-47 according to the recorded plats thereof, Carver County,Minnesota,and easterly of the following described line: Commencing at the intersection of the South line of said North 762.28 feet and said westerly right of way line; thence on an assumed bearing of North 89 degrees 53 minutes 00 seconds West for a distance of16.48 feet alongsaid south line to thepoint of beginning of the line to be described; thence northerly 360.89 feet along a non-tangential curve, concave to the east, central angle 23 degrees 12 minutes 25 seconds,radius 891.00 feet,chord bearing North 02 degrees 01 minutes 29 seconds West; thence North 09 degrees 34 minutes 44 seconds East 361.10 feet; thence North 10 degrees 37 minutes 41secondsEast18.22feettotheNorthlineoftheSouth732.28feetoftheNorth762.28 feet and said linethereterminating. And also excepting: Parcel 271 Bon Minnesota Department of Transportation Right of Way Plan Numbered 10-47, Carver County, Minnesota. 240 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA - FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Black Cherry Development LLC for an amendment to an Interim Use Permit for excavation of existing wetland along with excavated borrow being placed on a location within the parcel. On October 19, 2021, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Black Cherry Development LLC for an amendment to the Interim Use Permit for the property located at Outlot A, Butternut Ridge Addition, (PID 25.1550022) and Outlot E, Foxwood(PID 25.2990510, city-owned) and 9197 Eagle Ridge Road (PID 25.0240811). The Planning Commission conducted a public hearing on the proposed interim and was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District(A2). 2. The property is guided by the Land Use Plan for Residential Low Density use. 3.The legal description of the property is: Outlot A, Butternut Ridge Addition and Outlot E, Foxwood Addition. 4.Section 20-232: a. The proposed use will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed grading will enhance the aesthetics of the area. b. The proposed use will be consistent with the objectives of the City's Comprehensive Plan and the zoning ordinance by preserving and enhancing the wetland function and value. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The proposed pond will enhance the appearance of the area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. The proposed use will enhance the planned neighboring uses. 1 241 e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The storage capacity of the wetland will improve stormwater management for the area. g. The proposed use will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use meets standards prescribed for certain uses as provided in Chapter 20, Article IV of the City Code. 5.The Planning Commission shall recommend an Interim Use Permit and the City Council shall issue an Interim Use Permit only if it finds, based on the proposed location, that: a. The use meets the standards of a Conditional Use Permit set forth in Section 20- 232 of the City Code. b. The use conforms to the zoning regulations. c. The use is allowed as an interim use in the zoning district. d. The date or event that will terminate the use can be identified with certainty upon completion of the grading and restoration. e. The use will not impose additional costs on the public if it is necessary for the public to take the property in the future. f. The user agrees to any conditions that the City Council deems appropriate for permission of the use. 6.The planning report#2021-03 dated October 19, 2021, prepared by Robert Generous, et al, is incorporated herein. 2 242 RECOMMENDATION The Planning Commission recommends that the City Council approve the amended Interim Use Permit to permit the excavation of the wetland and storage of soil on the property in anticipation of the eventual development of the site subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 19th day of October, 2021. CHANHASSEN PLANNING COMMISSION BY: Mark von Oven, Vice Chairman g:\plan\2021 planning cases\21-03 erhart iup\arnendment to iup 10-19-21\findings of fact amended iup.docx 3 243 CITY OF CHANHASSEN PC DATE: October 19, 2021 CC DATE: October 25, 2021 REVIEW DEADLINE:November , 2021 CASE #: 2021-03 BY: RG, EH, JS, MU SUMMARY OF REQUEST: The developer is requesting an amendment to the Interim Use Permit (IUP) for excavation of existing wetland along with excavated borrow being placed on a location within the parcel. LOCATION:Outlot A, Butternut Ridge Addition, (PID 251550022) and Outlot E, Foxwood (PID 252990510, City) and 9197 Eagle Ridge Road PID 250240811 APPLICANT:Black Cherry Development, LLC Tim and Dawne Erhart 14500 Martin Drive, Ste. 3000 9611 Meadowlark Lane Eden Prairie, MN 55344 Chanhassen, MN 55317 terhart@riekor.com PRESENT ZONING: Agricultural Estate District (A-2) PROPOSED MOTION: “The Chanhassen Planning Commission recommends that City Council approve the amendment to the Interim Use Permit to allow site grading by extending the completion deadline to July 25, 2021, and the haul route and stockpile location subject to the Conditions of Approval and adopts the Findings of Fact and Recommendation.” 244 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 2 of 10 2020 LAND USE PLAN: Residential Low Density ACREAGE:Approximately 112 acres DENSITY:NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has limited discretion in approving or denying IUPs, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance and excavating, mining, filling and grading regulations. If the city finds that all the applicable standards are met, the Permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting an amendment to the IUP permitting the removal of organic soils from the wetland and the stockpiling of soil on the property to extend the completion date to July 25, 2021, from January 25, 2021, and to revise the haul route and stockpile site on the properties. The grading plan for the wetland area has not changed. Since there is no net loss of wetland, City Code does not require a Wetland Alteration Permit. APPLICABLE REGULATIONS Chapter 7, Article III, Excavating, Mining, Filling and Grading Chapter 20, Article IV, Division 5, Interim Use Permits Chapter 20, Article VI, Wetland Protection BACKGROUND On January 25, 2021, the Chanhassen City Council approved the Interim Use Permit to allow site grading for the wetland and a haul route and stockpile area on the southern portion of the property. On August 9, 2021, the Chanhassen City Council approved: a. The ordinance rezoning the development from Agricultural Estate District (A2) to Single- Family Residential District (RSF) (Blocks 1 and 2); b. Preliminary plat with variances ANALYSIS This project started last winter and the sudden warm up forced the applicant to stop work with only half completed. They intend to complete the work during this winter's frozen season. 245 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 3 of 10 The IUP expires January 25, 2022. The applicant needs another month to assure completion and then some time in spring to get everything re-established. They are simultaneously working on a grading permit for the Erhart Farm property, but the wetland excavation work is separate from the development grading proposed. The applicant requested a six month extension of the IUP to July 25, 2022. Staff is recommending a one year extension until October 25, 2022. Revised Haul Route and Stockpile area Erosion and Sediment Control 246 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 4 of 10 The Engineering Department has reviewed the Amendment to the Interim Use Permit (IUP) submittal for extending the completion deadline, amending the haul route, and amending the wetland spoil stockpile area associated with IUP #2021-03. These comments are divided into two categories: general comments and proposed conditions. General comments are informational points to guide the applicant in the proper planning of grading and erosion control requirements for this project, to inform the applicant of possible extraordinary issues and/or to provide the basis for findings. Proposed conditions are requirements that Engineering recommends be formally imposed on the applicant in the final decision. Note that references to the “City Standards” herein refer to the City of Chanhassen Standard Specifications and Detail Plates. General Comments/Findings 247 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 5 of 10 1. Any and all grading, erosion control, utility and transportation plans submitted with this application have been reviewed only for the purpose of determining the feasibility of the project in accordance with City Standards. A recommendation of IUP approval does not constitute final approval of details, including but not limited to alignments, materials and points of access, connection or discharge, that are depicted or suggested in the application. The City of Chanhassen Engineering and Public Works Department will review plans, in detail, when they are submitted and approve, reject or require modifications to the plans or drawings based upon conformance with City Standards, the Chanhassen Code of Ordinances and the professional engineering judgment of the City Engineer. 2. It is the opinion of the Engineering Department that the proposed IUP amendment application can be developed in accordance with the requirements of the Chanhassen Code of Ordinances (as it pertains to Engineering and Public Works requirements) and City Standards, provided it fully addresses the comments and conditions contained herein, and can be approved. 3. The applicant proposed to excavate approximately 21,200 cubic yards of material from an existing wetland along with placing the excavated wetland spoils on a portion of parcel 25155022 (the applicant’s 114.54 acre property) with the originally approved IUP (IUP #2021-03) dated January 26, 2021. The proposed request was to complete the excavation of an existing wetland (Wetland 2) during winter months of 2020/2021 to create a basin for a permanent water storage area along with the enhancement of the visual aesthetic of the existing wetland. The plans provided proposed no net increase or decrease in the size or footprint of the wetland. However, due to weather conditions the work was not completed as dredging of the wetland required frozen ground conditions. As such the applicant is proposing an extension to IUP #2021-03, until July 25, 2022. See proposed condition 1. 4. The property is currently in the process of a formal subdivision review (Erhart Farms), and plans associated with Erhart Farms will require that the current wetland spoil stockpile area be relocated to a different area of the property owners parcel. The need of relocating the stockpile, along with other plan recommendations as the property was eventualy intended to develop, were addressed by staff in the review of the original IUP submittal. The previous review by staff, dated December 18, 2020, commented: “Based on several pre-application meetings had regarding possible future development of parcel 25155022, staff has concerns regarding the location of the wetland spoils stockpile and haul route. While the haul route is feasible, it is recommended that the alignment and location be reconsidered in conjunction with the future build-out of the area (future wetland buffers, potential rear yard areas, future street connections, etc.). Ultimately, the proposed haul route is adjacent to wetlands and preventative measures to assure minimal compaction should be pursued to promote the long-term health of the surrounding natural environment (i.e. a restoration plan, preventative compaction measures such as ground protection mats over wood mulch, etc.). Additionally, while the location of the wetland spoil stockpile is ultimately the purview of the applicant, it currently is being placed within the path of a potential public road extension. As wetland soils, or hydric soils, are anticipated to be the predominately excavated material and are typically high in organic materials, they do not lend themselves to suitable road subgrades. It is the understanding of staff that the location of the wetland spoil stockpile is temporary, and as such, the proposed stockpile area will need to be surveyed before and after placement to delineate the boundary of material placed. This will ensure that once the material 248 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 6 of 10 is relocated it will not serve as subgrade to future road extensions within the parcel. See proposed condition 4.” Condition 4 was to provide a survey of the proposed stockpile location before and after grading operations in order to delineate the total area and volume of wetland spoils stockpiled. This would have assured that the location of the wetland spoils was documented and all wetland spoils not suitable for engineering fill could be removed and/or relocated in conjunction with the future development. The applicant will be submitting another set of plans in pursuit of a mass grading permit for the Erhart Farms subdivision currently under freview which will require that the current stockpile location be relocated. However, the same condition will be required of the newly relocated stockpile area as the newly proposed location is again within the proximity of a potential future road and other possible public improvements. See proposed condition 2. 5. The applicant has provided updated erosion control plans (ESCP) in general conformance with Sec. 19-145 as required by City Ordinance. While the ESCP incorporates areas outside the limits of the proposed grading and haul route associated with the IUP amendment, it is understood that the applicant will be supplying the City updated grading plans associated with mass grading of the Erhart Farms subdivision currently under review with the intent of both grading permits being issued simultaneously (City Council meeting on October 25, 2021). Thus, the ultimate ESCP illustrated on the plan set dated October 1, 2021, would adequately account for grading on the entire site (both for the IUP amendment and the Erhart Farms subdivision’s mass grading). However, if the grading permit associated with the Erhart Farms subdivision is not approved, the applicant will be required to amend the grading, ESCP and restoration plans to only account for areas associated with the grading operations necessary for IUP #2021-03. See proposed condition 3. 6. The original erosion control plans provided with IUP #2021-03 dated December 4, 2020, had an estimated of 3.669± acres of disturbance associated with the proposed grading activities. To guarantee compliance with the original plans and related remedial work, a cash escrow was furnished to the City. In accordance with sec. 19-145.(d), the security was calculated based on the allowable, per parcel, amount of $7,500.00 per acre. Based on the disturbed area, this equated to $27,517.50. The updated plans will have a total of approximately 5.5 acreas of disturbance, or an approximate difference of 1.8 acres. This equates to an additional cash escrow of $13,500.00 to guarantee compliance with the additional disturbance associated with the updated plans. See proposed condition 4. 7. The proposed wetland where excavation is to occur is adjacent to single family homes, thus staff recommends permitted hours of operation to be in accordance with Sec. 13-52.(c) particular to “Construction activities in conjunction with new developments…”. See proposed condition 5. 8. As the extents of the project have increased due to the relocation of the wetland spoils stockpile and the construction of a new haul route to access the stockpile location, the applicant must ensure all newly proposed erosion control measures are installed prior to grading operations recommencing. See proposed condition 6. 9. The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the Minnesota Pollution Control Agency’s (MPCA) General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). Along with the MPCA’s NPDES Construction Permit, other jurisdictional authorities’ rules may be triggered requiring additional permitting. See proposed condition 7. 249 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 7 of 10 10. It is recommended that as the nature of the updated wetland dredging plans have not significantly altered from the previously approved plans, that all previous conditions associated with Environmental Resources and Water Resources reviews remain with the amended IUP. WETLAND On November 19, 2020, the applicant submitted a No-Loss Application for wetland excavation through the Wetland Conservation Act (WCA) process. A Notice of Application was sent to the TEP on November 24, 2020. The proposed wetland excavation was discussed during a Technical Evaluation Panel (TEP) meeting on December 8, 2020. Based on the information provided, the proposed activity appears to be unregulated based upon WCA 8420.0105 Scope. Subpart 1., which states the following: “Scope; generally. Wetlands must not be impacted unless replaced by restoring or creating wetland areas of at least equal public value. This chapter regulates the draining or filling of wetlands, wholly or partially, and excavation in the permanently and semi-permanently flooded areas of type 3, 4 or 5 wetlands, and in all wetland types if the excavation results in filling, draining, or conversion to nonwetlands.” Because the applicant is proposing only excavation in Type 1/2/6 wetlands on the property, and that the excavation will not exceed a depth of 6.5 feet, this activity is not regulated by the WCA. This means that this project is not anticipated to result in a net loss of wetland function or value, and as such, no wetland replacement or mitigation is necessary. The Notice of Decision with this determination was sent on December 22, 2020. Section 20-417. – Exemptions and no loss determinations. of the City Code states: “Activities exempted by Minnesota Rules Chapter 8420.0122 or determined to result in no net loss of wetlands shall be exempted from the provisions of this article. However, certificates of exemption or no loss must be obtained from the city prior to starting work.” This means that activities that result in no net loss of wetlands are exempt from the City’s Wetland Protection Article and thus exempt from the Wetland Alteration Permit process. This project qualifies for this exemption. This section of the City Code also states the following: “A person conducting an activity in a wetland under an exemption shall ensure that: 1. Appropriate erosion and sediment control measures are taken to prevent sediment discharges from the site; 2. The activity does not block fish activity; and 3. The activity is conducted in compliance with all other applicable federal, state, and local requirements, including best management practices as listed in Minnesota Rules Chapter 8420.0112, and water resource protection requirements established under M.S. § 103H. Numbers 1 and 3 listed above are listed under the Water Resources Conditions below. Number 2 listed above is not anticipated to apply to this project as the current wetland is not fish habitat and no proposed activities are anticipated to block fish activity. 250 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 8 of 10 Wetland Alteration Area Landscaping and Tree Preservation The applicant has provided plans including a tree inventory with grading limits. The proposed amended project utilizes property that will be included in future development and therefore causes no further degradation to the existing forested areas of the property, provided that the haul route and stockpile locations do not deviate from the proposed plans. RECOMMENDATION 251 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 9 of 10 Staff recommends that the Planning Commission approve the amended Interim Use Permit to permit as shown on the plans prepared by Alliant Engineering, Inc., dated 9/27/21, subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Engineering 1. The Interim Use Permit shall be approved for a period of one (1) year from the date of City Council approval. The applicant will need to request a formal extension pursuant to City Code Section 20-321 at least 60 days prior to the expiration date of the Interim Use Permit. 2. A survey of the proposed stockpile location shall be provided before grading operations and after grading operations to delineate the total area and volume of material stockpiled in conjunction with this Interim Use Permit. 3. The applicant and their Engineer shall work with City staff in amending the Grading and Erosion and Sediment Control Plans dated October 1, 2021, prepared by Mark Rausch, PE with Alliant Engineering, Inc. in the event that the grading permit for Erhart Farms subdivision is not approved on October 25, 2021. 4. The applicant shall supply an additional cash escrow or letter of credit in the amount of $13,500.00 prior to grading operations. 5. Permitted hours of operation will be 7:00 a.m. to 6:00 p.m., Monday through Friday, and 9:00 a.m. to 5:00 p.m. on Saturday with no work permitted on Sunday or public holidays. 6. All erosion and sediment control BMPs shall be installed prior to the initiation of any site grading. Inspection and approval by the City of the installed erosion and sediment control measures must be had prior to grading operations. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies, as necessary, i.e. Riley Purgatory Bluff Creek Watershed District, Carver County, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources, Army Corps of Engineers, etc. and comply with their conditions of approval. Environmental Resources 1. No vegetation within the upland or wetland buffer areas of the city property shall be removed. 2. No access to the project site shall be allowed through city property. 3. The applicant is required to submit a restoration plan that includes the replacement of trees within the buffer area and the haul route for the original haul route. The quantity shall be determined to match the existing density occurring in the forest outside of the construction limits. 252 Planning Commission Outlot A, Butternut Ridge Add. IUP WAP – Planning Case 2021-03 October 19, 2021 Page 10 of 10 4. Soil compaction tests shall be taken and levels documented post construction for the original haul route. If soil bulk density exceeds limits to plant growth (1.0g/cc), then appropriate restoration methods shall be employed such as aeration as directed by the city. Water Resources 1. The applicant must limit all grading to the wetland boundary. No grading or vegetation removal is allowed beyond the wetland into the upland. 2. The wetland boundary must be completely flagged and walked with the city’s Water Resources Coordinator before any construction activities can begin. 3. Erosion and sediment control measures must be adequately in place before construction begins. 4. No grading is permitted in the Type 3 portion of Wetland 2 (see plans for further details). Area of non-disturbance must be flagged prior to construction and approved by the city’s Water Resources Coordinator. 5. The applicant shall apply for and obtain permits through the Riley Purgatory Bluff Creek Overlay District, including dredging, floodplain. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Extension Request 3. Grading Plan 4. Public Hearing Notice and Mailing List g:\plan\2021 planning cases\21-03 erhart wap and iup\staff report erhart iup wap.doc 253 HAWKCREST COURT HAWKCREST CIRCLEEAGLE RIDGE ROADINFILTRATION BASIN 2WETLAND 2EAGLE RIDGE WAY EAGLE RIDGE ROADT.H 101PROJECTLOCATIONWETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATIONCHANHASSEN, MINNESOTASUITE 700ALLIANT ENGINEERING, INC.733 MARQUETTE AVENUEMINNEAPOLIS, MN 55402CONSULTANT SURVEYOR ENGINEER PETER GOERSLICENSE NO. 44110MARK RAUSCHLICENSE NO. 43480LANDSCAPE ARCHITECTEM: mrausch@alliant-inc.comEM: pgoers@alliant-inc.comMARK KRONBECKLICENSE NO. 26222EM: mkronbeck@alliant-inc.comDEVELOPER SUITE 3000BLACK CHERRY DEVELOPMENT, LLC14500 MARTIN DRIVE,EDEN PRAIRIE, MN 55344CONTACT: TIM ERHARTCONTACT: DAN BLAKEVICINITY MAPNOT TO SCALEERHART WETLAND ALTERATION COVER1SHEET INDEX NO.COVER SHEET1EXISTING CONDITIONS2SITE PLAN3WETLAND EXCAVATION/GRADING PLAN4SPOIL PILE/GRADING PLAN5EROSION AND SEDIMENT CONTROL PLAN6EROSION AND SEDIMENT CONTROL NOTES AND DETAILS7RESTORATION PLAN8WETLAND SCIENTISTADAM CAMERONKJOLHAUG ENVIRONMENTALEM: adam@kjolhaugenv.comSERVICES COMPANYWETLAND MANAGEMENT PLAN9254 1413122987653211119876BLOCK 55OUTLOT COUTLOT DOUTLOT EOUTLOT EOUTLOT CBLOCK 3BLOCK 4HAWKCREST COURT HAWKCREST CIRCLE4BLOCK 2BLOCK 512EAGLE RIDGE ROADINFILTRATION BASIN 2FL / FW / LW / LW / LW/LWW L / FSW / F W / LL / WWWW LLWWWWINFILTRATION BASIN 2BOTTOM EL 891TOP EL 891.24 HWL 895.99 HWL 918.69(GREAT PLAINS BLVD.)STATE TRUNK HWY. NO. 101WETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATION EXISTING CONDITIONS2EXISTING CONDITIONS LEGEND: 255 1512141316181229876532111198746BLOCK 55OUTLOT COUTLOT DOUTLOT EOUTLOT EOUTLOT CBLOCK 3BLOCK 4HAWKCREST COURT HAWKCREST CIRCLE4BLOCK 2BLOCK 1BLOCK 512OUTLOT FEAGLE RIDGE ROAD WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 411121314OUTLOT BOUTLOT EOUTLOT BOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE RIDGE ROAD EAGLE RIDGE ROAD EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30FUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)GREAT PLAINS BLVD. (TH-101)12OUTLOT ABLOCK 1WETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700SITE LEGEND: ERHART WETLAND ALTERATION SITE PLAN3 SITE DATA: 256 232111198OUTLOT DOUTLOT EOUTLOT EBLOCK 4BLOCK 512EAGLE RIDGE ROADINFILTRATION BASIN 2INFILTRATION BASIN 2BOTTOM EL 891TOP EL 891.24 HWL 895.9913245BLOCK 1OUTLOT BFILTRATION BASIN 2HWL 882.03WETLAND 2CLASSIFICATION ASSUMED:MANAGE 2 - CITY, MEDIUM - RPBCWDBUFFER REQUIREMENTS:20' MIN.,40' AVG., 80' MAX - RPBCWD20' MIN. + 30' SBK - CITYWETLAND 4OUTLOT ABLOCK 1WETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING NOTES: GRADING LEGEND: ERHART WETLAND ALTERATION WETLAND EXCAVATION/GRADING PLAN4TYPICAL GRADING CROSS SECTIONB'-B'ESTIMATED EARTHWORK: NATURAL WETLAND OUTLET CROSS SECTIONC'-C'257 106789OUTLOT A11121314OUTLOT EOUTLOT BB L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEA G L E R I D G E R O A D POND AND INFILTRATION BASINEAGLE R I D G E R O A D INFILTRATION BASIN 3HWL 906.07FUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)WETLAND 3CLASSIFICATION ASSUMED:MANAGE 2 - CITY, MEDIUM - RPBCWDBUFFER REQUIREMENTS:20' MIN.,40' AVG., 80' MAX - RPBCWD20' MIN. + 30' SBK - CITYWETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATION SPOIL PILE GRADING PLAN5GRADING LEGEND: 258 BLOCK 3BLOCK 4HAWKCREST COURT HAWKCREST CIRCLEBLOCK 2BLOCK 5EAGLE RIDGE ROAD WETLAND 3WETLAND 2WETLAND 1HWL 904.66WETLAND 4EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03WATERTOWERLOCATION AUNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30GREAT PLAINS BLVD. (TH-101)DISCHARGE POINT TO LAKERILEY VIA WETLAND(LAKE RILEY IS AN IMPAIRED WATERSWITHIN 1 MILE)WETLAND 2MANAGE 1 - CITY, MEDIUM - RPBCWDBUFFER REQUIREMENTS:20' MIN.,40' AVG., 80' MAX - RPBCWD25' MIN. + 30' SBK - CITYWETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATION EROSION AND SEDIMENT CONTROL PLAN6NOTE TO CONTRACTOR: ACTIVE SWPPP LEGENDVICINITY MAPNOT TO SCALENOTE: INSPECTOR:DURING CONSTRUCTION:EROSION CONTROL PARTIESIMPAIRED WATER REQUIREMENTLEGEND: DNDNOTES: DESIGNER:INSTALLER:259 ROCK CONSTRUCTION ENTRANCEWASHED ROCK ORWOOD/MULCH PERSPECIFICATIONS18" MINIMUM CUT OFF BERM TOMINIMIZE RUNOFF FROM SITENOTES:1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TOSTOP MUD MIGRATION THROUGH MATERIAL.2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THECOMMENCEMENT OF GRADING OPERATIONS ON THE SITE.4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENTTRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSINGWITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OFTHE PAD.5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THEPROJECT.6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OFBITUMINOUS SURFACING.PUBLIC ROAD50' MINIMUM LENGTHROCK-6" MINIMUM DEPTHWOOD/MULCH- 12" MINIMUM DEPTH20' MINIMUM WIDTHNOTE:ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUALTHAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHODIS EROSION CONTROL BLANKET OR HYDROMULCH.UNDISTURBED VEGETATIONTRACKED EQUIPMENTTREADS CREATE GROOVESPERPENDICULAR TO SLOPEDIRECTION.SLOPESLOPE TRACKINGEROSION CONTROL BLANKETINSTALLATIONOVERLAPLONGITUDINAL JOINTSMINIMUM OF 6"OVERLAP END JOINTSMINIMUM OF 6" AND STAPLEOVERLAP AT 1.5' INTERVALS.ANCHOR TRENCH(SEE DETAIL AND NOTES BELOW)ANCHOR TRENCH1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL AND COMPACT5. BLANKET LENGTH SHALL NOT EXCEED 100'WITHOUT AN ANCHOR TRENCH6"6"1' TO 3'DIRECTION OFSURFACE FLOWNOTE:SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALLHAVE GOOD SOIL CONTACT.STAPLE PATTERN/DENSITY SHALLFOLLOW MANUFACTURERSSPECIFICATIONSERHART WETLAND ALTERATION WETLAND ALTERATION PERMIT EROSION AND SEDIMENT CONTOL NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700EROSION CONTROL SCHEDULE:FINAL STABILIZATION:EROSION CONTROL GENERAL NOTES:POLLUTION PREVENTION MANAGEMENT MEASURES:SEDIMENT CONTROL PRACTICES:MAINTENANCE PROGRAM:EROSION AND SEDIMENT CONTROLWINTER STABLIZATION: DEWATERING: 260 BLOCK 3BLOCK 4HAWKCREST COURT BLOCK 5EAGLE RIDGE ROADINFILTRATION BASIN 2INFILTRATION BASIN 2BOTTOM EL 891TOP EL 891.24 HWL 895.99WETLAND 3WETLAND 2WETLAND 1HWL 904.66WETLAND 4EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03UNDELINEATED WATERBODYOUTLOT AWETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATION RESTORATION PLAN8LEGEND:SEED PLANTING NOTES: NOTES: 261 151413122987653211119876BLOCK 55OUTLOT COUTLOT DOUTLOT EOUTLOT EOUTLOT CBLOCK 3BLOCK 4HAWKCREST COURT HAWKCREST CIRCLE4BLOCK 2BLOCK 512EAGLE RIDGE ROAD WETLAND 3WETLAND 2WETLAND 1HWL 904.6611032456789BLOCK 1OUTLOT A WETLAND 4111213141516OUTLOT BOUTLOT EOUTLOT BOUTLOT BBLO C K 1 B L O C K 1 EAGLE RIDGE WAY EAGLE RIDGE ROADEAGLE RIDGE ROADOUTLOT DEAGLE R I D G E R O A D EX HWL 877.10PR HWL 877.10EX HWL 879.44PR HWL 879.43EX HWL 895.04PR HWL 895.03UNDELINEATED WATERBODYEX HWL 897.30PR HWL 897.30FUTURE BLOCK 2 LOTSFUTURE DEVELOPMENT(GHOST PLAT)GREAT PLAINS BLVD. (TH-101)12OUTLOT ABLOCK 1WETLAND ALTERATION PERMIT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700ERHART WETLAND ALTERATION WETLAND MANAGMENT PLAN9 WETLAND BUFFER CALCULATIONWETLAND SUMMARYWETLAND IMPACT CALCULATIONLEGEND: 262 City Council Item October 25, 2021 Item Monthly Fire Department Update with Response Data from September File No.Item No: F.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Don Johnson, Fire Chief Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 2021 10 25 Council Update.pdf 263 21 10 Graphs CC.pdf 264 TO: Laurie Hokkanen, City Manager FROM: Don Johnson, Fire Chief DATE: October 25, 2021 SUBJ: Monthly Fire Department Update Fire Department Staffing Department staffing is at 36 paid on-call firefighters with one firefighter on personal leave due to employment and one firefighter on extended military leave. (1) Firefighter retired and (1) resigned since my last report. The newly hired Code Enforcement Specialist, Mathew Von Bank, started on October 18. Mat will be doing some ride along training with CCSO and Chaska CSOs to become familiar with his new role. Fire Department Response The fire department responded to (117) calls for service in September marking the 3rd consecutive month with calls exceeding 100. Year-end projections are looking to be close to 1,070 calls and reflects a 6.2% increase over 2019. Comparing to 2020 for performance matrix is not reliable based on COVID-19 impacts on calls for service. Call Breakdown for the month: 2 Chief Only 24 Day Only 55 Duty Crew 36 General Alarms Significant calls included the following: (78) Rescue/EMS calls with (7) motor vehicle accidents. (1) Fire Response o Fire inside a wall on Lake Point Road (2) Unauthorized Burning Incidents (1) Citizen Burning Complaint 265 Laurie Hokkanen Fire Department Update Page 2 Other Activities Lieutenant Pearce and I attended meetings referencing law enforcement medical response on October 5. Several city staff attended the Unmanned Aerial Vehicle Pilot’s Training on October 11. Next steps include taking the Part 107 pilots exam. Assistant Chief White, working with our Communications Team, created a virtual learning tool in place of Fire Prevention Week Activities. This was made available for the public on city social media outlets. I assisted both Chaska and Moorhead Fire Department with FireGround Incident Management Certification in October. Fire Training Assistant Chief Nutter and Firefighter Fatturi attended Continuing Education at the State Fire Marshal’s Conference in Eagan. Relevant topics were covered during the two day training. Myself, Asst Chief Nutter, and Firefighter Fatturi attended Continuing Education at the Minnesota State Fire Chiefs Association Conference in Duluth October 20 -23. Firefighter Fatturi attends the Admin Track which is free and I have served MSFCA for 7 years as the Conference Chair. Live Burn Training was conducted in October in two sessions down at the SCALE Training Facility in Jordan. The leadership team participated with professional development training with an outside consultant working on problem solving processes. Fire Marshal Council Update Proactive Fire Inspections have been planned out for the Fall and W inter season. We will be focusing on educational institutions, assembly occupancies such as restaurants, senior living, and multi-family buildings. Due to COVID many of these places haven’t been inspected for 3 or 4 years so we do expect to find issues. Most places have 30 days to correct any code violations that will be verified on the re inspection. 266 0 20 40 60 80 100 120 July Aug Sept Calls by Type and Month Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 94 88 76 64 71 88 102 85 85 79 84 868075 65 79 77 74 78 82 65 84 75 83 59 66 83 78 81 91 120 105 117 20 40 60 80 100 120 140 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Chanhassen Fire Department Calls By Month Comparison 2019 2020 2021 267 753 921 1,002 917 1,070 400 500 600 700 800 900 1000 1100 1200 2017 2018 2019 2020 2021 Projected Calls for Service by Year Rescue & Emergency Medical Service 61% Alarm Calls 11% Good Intent Call 10% Hazardous Condition 7% Service Call 7% Fire 4% 2021 Calls for Service by % of Call Type Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 268 0 50 100 150 200 250 4-8a 8-12p 12-4p 4-8p 8-12a CALLS BY TIME OF DAY 2018 2019 2020 2021 S 15% M 15% T 13% W 12% TH 16% F 12% Sa. 17% 2021 CALLS BY DAY OF WEEK 269 Basic Incident Date Time: Incident Type (Fd1.21): Elite mnfirereport Incident Type Report (Summary) Incident Type Total Incidents Total Incidents % of Incidents Total Property Loss Total Content Loss Total Loss Incident Type Category: 1 - Fire 111 - Building fire 1 0.9%15,000 0 15,000 Total: 1 Total: 0.9%Total: 15,000 Total: 0 Total: 15,000 Incident Type Category: 3 - Rescue & Emergency Medical Service Incident 321 - EMS call, excluding vehicle accident with injury 71 60.7% 322 - Motor vehicle accident with injuries 6 5.1% 324 - Motor vehicle accident with no injuries.1 0.9% Total: 78 Total: 66.7%Total: 0 Total: 0 Total: 0 Incident Type Category: 4 - Hazardous Condition (No Fire) 412 - Gas leak (natural gas or LPG)2 1.7% 424 - Carbon monoxide incident 1 0.9% 440 - Electrical wiring/equipment problem, other 1 0.9% 444 - Power line down 5 4.3% Total: 9 Total: 7.7%Total: 0 Total: 0 Total: 0 Incident Type Category: 5 - Service Call 551 - Assist police or other governmental agency 2 1.7% 554 - Assist invalid 4 3.4% 561 - Unauthorized burning 2 1.7% Total: 8 Total: 6.8%Total: 0 Total: 0 Total: 0 Incident Type Category: 6 - Good Intent Call 611 - Dispatched and cancelled en route 3 2.6% 6111 - EMS Dispatched and cancelled en route 7 6.0% 622 - No incident found on arrival at dispatch address 2 1.7% 651 - Smoke scare, odor of smoke 1 0.9% Total: 13 Total: 11.1%Total: 0 Total: 0 Total: 0 Incident Type Category: 7 - False Alarm & False Call 710 - Malicious, mischievous false call, other 1 0.9% 733 - Smoke detector activation due to malfunction 2 1.7% 735 - Alarm system sounded due to malfunction 1 0.9% 740 - Unintentional transmission of alarm, other 1 0.9% 743 - Smoke detector activation, no fire - unintentional 1 0.9% 746 - Carbon monoxide detector activation, no CO 1 0.9% Total: 7 Total: 6.0%Total: 0 Total: 0 Total: 0 Incident Type Category: 9 - Special Incident Type 911 - Citizen complaint 1 0.9% Total: 1 Total: 0.9%Total: 0 Total: 0 Total: 0 Total: 117 Total: 100.0%Total: 15,000 Total: 0 Total: 15,000 Report Filters is between '9/1/2021' and '9/30/2021' Report Criteria Is Not Blank Printed On: 10/01/2021 10:34:40 AM1 of 1 270 ³CH ±"F) "F) Rice Lake Lake Riley Lake Susan Rice Marsh Lake Ann Lake St. Joe Harrison Lake Lake Lucy Lotus Lake Clasen Lake Minnewashta Lake Christmas Lake Rice Lake ST18 ST17 ST15 ST14 ST61 SA5 SA7 SA5 SA101 SA41 )212Audubo nRdChanhassen RdArboretum Blvd Hazeltine BlvdPioneer TrlGalpinBlvdLyman Blvd H w y212Hwy 212MarketBlvdGalpinBlvdHwy 7Powers BlvdGreatPlainsBlvdArb o r e t u m B l v d Flying C l o u d D r C o R d 1 0 1 ST101 GH117 Document Path: K:\Departments\Fire\FireIncidents_RMS\2021-09(September)\2021-09(September).aprxDate Created: 10/8/2021 Created By: City of Chanhassen - Fire Department µ0 4,000 Feet 0 0.5 Mile City of Chanhassen Fire Calls for Service - September 2021 Calls For Service - September (117)³CH ±City Hall "F)Fire Station Railroad Rivers Lakes Parks Parcel Boundaries Fire Box Alarm Zones North Box South Box West Box 271 City Council Item October 25, 2021 Item Law Enforcement Update for September File No.Item No: F.2 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Lance Pearce, Lieutenant, CCSO Reviewed By Laurie Hokkanen SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen City Council Meeting 10-25-21 memo 272 2019-2021 Call Trends monthly report September 2021 Breakdown September 2021 NIBRS Activity Codes 273 Page 1 Memo TO:Mayor Ryan and Chanhassen City Council Members FROM: Lieutenant Lance Pearce DATE: October 13, 2021 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting October 25, 2021, for your review and consideration. 1. Carver County Sheriff’s Office City of Chanhassen September 2021 Calls for Service Summary; Group A, Group B, Non-Criminal, Traffic and Administrative. 2. Carver County Sheriff’s Office City of Chanhassen September 2021 Arrest Summary. 3. Carver County Sheriff’s Office City of Chanhassen September 2021 Citation Summary. 4. September 2021 monthly breakdown 5. 2019-2021 Call trends 6. Staffing update: One vacancy in the contract (SRO) and one patrol assignment 7. Training update: Hands on Use of Force training for September, Body worn cameras and Pepperball in October Lieutenant Chanhassen Office 274 2019-2021 Call Trends Carver County Sheriff’s Office City of Chanhassen 0 2 4 6 8 10 12 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestics by Month 2019 Domestics by Month 2020 Domestics by Month 2021 Domestics by Month 0 1 2 3 4 5 6 7 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestic Assault by Month 2019 Domestic Assault by Month 2020 Domestic Assault by Month 2021 Domestic Assault by Month 275 0 5 10 15 20 25 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Mental Health by Month 2019 Mental Health by Month 2020 Mental Health by Month 2021 Mental Health by Month 0 10 20 30 40 50 60 70 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Fraud/Theft by Month 2019 Fraud/ Theft by Month 2020 Fraud/ Theft by Month 2021 Fraud/ Theft by Month 276 277 278 279 September 2021 Carver County Sheriff’s Office City of Chanhassen Call for Service Total Patrol Activity=788 47 12 447 Felony Misdemeanor Non Criminal Traffic September 2021 Types of Calls CFS=788 282 5 28 4 10 September 2021 Group A Felony Assault Felony Theft Drug Felony-Other 280 0 20 40 60 80 100 120 September 2021 Non Criminal 28 148 42 27 Driving Complaint Traffic Stops Crashes Citations Traffic 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 City Council Item October 25, 2021 Item Resolution 2021-XX: Certification of Delinquent Sewer and Water Accounts to the County Auditor File No.Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Kelly Strey, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution certifying delinquent utility accounts to the County Auditor." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND Chanhassen city ordinances provide two methods for collection of delinquent water and sewer accounts. The ordinance states, “In the event any water service is not paid within three (3) months after the time it is rendered, the city council may recover said amount in an action brought in any court of competent jurisdiction, or in the alternative, may certify the amount due together with penalties to the county auditor to be collected with other real estate taxes levied against the premises served.” The city bills quarterly for water, sanitary sewer and storm sewer for each account. For accounts which are past due, the City sends a letter after the fall quarterly billing (August through October, depending on which district the account is in) notifying the property owner of the delinquency and that non- payment will result in certification to property taxes with certification fees. Property owners may speak 303 at this public hearing to dispute the certification. Owners may avoid certification by paying the amount due by November 1. A final delinquent list is then prepared and sent to the county by December 1st. The list of delinquent properties is available in the Finance Department. There were no accounts who notified us wishing to dispute these delinquent charges as of October 20, 2021. Current practice is to certify the amount due to the property taxes, as allowed by state statute 444. There are 151 accounts with a total value of $103,318.98 to be collected this year. This compares to 183 accounts with a total dollar amount of $99,897.83 last year. We believe that at least several accounts will be paid in full by the time that the final list is established in December. The other accounts will be certified to the county for collection with a fee of 10% added for the administrative costs incurred plus an additional $5.00 Carver County Certification Fee (for properties within Carver County). DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Resolution-Delinquent Utilities Resolution List Exhibit A 304 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO: 2021- MOTION BY:SECONDED BY: A RESOLUTION CERTIFYING UTILITY ACCOUNTS TO THE COUNTY AUDITOR WHEREAS, State Statute 444 authorized cities to specially assess delinquent sewer and water charges against the benefiting property being delinquent for said charges; and WHEREAS, the City Council has determined that the attached Exhibit Arepresents utility customers who have been delinquent in paying their current sewer and water billings for more than one quarter. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen hereby authorizes the City Manager to certify the attached Exhibit A to the appropriate County Auditor for collection with property tax certifications being certified in 2021, collectible in 2022. These assessments will run for one year and not accrue any additional interest. Passed and adopted by the Chanhassen City Council this 25nd day of October, 2021. ATTEST: __________________________________ ____________________________________ Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 305 Exhibit A PID Certify PID Certify 25-0010300 1,486.43 25-2000160 714.81 25-0024500 823.73 25-2000850 844.99 25-0030300 84.86 25-2000880 1,255.80 25-0083200 89.08 25-2020080 288.16 25-0083200 290.04 25-2020150 340.69 25-0092600 42.50 25-2020200 465.60 25-0151300 279.14 25-2020560 1,194.38 25-0241900 118.70 25-2020650 1,194.00 25-0251510 918.15 25-2020710 392.15 25-0253900 110.55 25-2021360 1,393.01 25-0340400 118.22 25-2021570 390.35 25-0350100 118.22 25-2030460 714.75 25-0350110 118.22 25-2030700 747.52 25-0361300 1,869.21 25-2030710 949.77 25-0363300 64.06 25-2031140 482.03 25-0500130 163.28 25-2150010 170.81 25-0610470 406.29 25-2240060 112.82 25-0640370 1,108.38 25-2260020 1,112.81 25-0640460 378.36 25-2400250 664.15 25-0690020 41.84 25-2460010 5,193.67 25-0880160 445.08 25-2540020 1,486.03 25-0880770 369.87 25-2620010 289.71 25-1100070 384.56 25-2620250 474.83 25-1200010 118.91 25-2620530 639.49 25-1290140 1,236.67 25-2730170 1,073.54 25-1400090 892.25 25-2730240 396.72 25-1520040 314.52 25-2730300 621.18 25-1560290 142.27 25-2740030 573.29 25-1600451 877.41 25-2840050 949.05 25-1601280 180.07 25-2950010 979.82 25-1601430 427.41 25-3000380 892.68 25-1700080 552.31 25-3000390 204.67 25-1800130 701.69 25-3000550 118.44 25-1820320 448.99 25-3020040 105.89 25-1820340 455.09 25-3250030 118.91 25-1820500 163.85 25-3320300 118.91 25-1870230 929.01 25-3360260 829.98 25-2000050 527.54 25-3450060 850.21 306 PID Certify PID Certify 25-3450660 898.95 25-6090310 266.40 25-3450910 986.35 25-6100190 125.43 25-3490170 1,687.63 25-6150040 1,088.61 25-3500100 487.93 25-6150610 495.20 25-3500180 789.36 25-6380050 838.59 25-3900100 964.73 25-6530020 129.78 25-3950070 1,436.43 25-6600090 793.92 25-3980160 879.01 25-6840010 118.70 25-4030380 1,193.17 25-7260490 1,329.29 25-4040030 2,222.45 25-7550100 1,112.89 25-4060180 1,216.46 25-7550190 1,015.22 25-4070010 118.70 25-7550730 1,948.32 25-4080200 111.29 25-7600090 1,527.21 25-4200250 759.83 25-7670280 462.75 25-4480020 123.45 25-7760100 756.38 25-4500020 249.38 25-7760250 1,928.38 25-4520020 38.36 25-7850610 152.64 25-4530040 786.88 25-7900080 1,076.09 25-4700150 297.95 25-7990050 916.80 25-4700160 1,248.65 25-8130020 504.27 25-4820010 1,011.59 25-8140450 1,240.27 25-4820040 477.99 25-8460020 116.12 25-4820110 612.43 25-8480050 2,613.13 25-4950400 92.35 25-8481060 146.86 25-4950510 790.03 25-8481650 472.10 25-4950630 631.46 25-8481720 237.84 25-5050200 164.27 25-8482250 596.57 25-5250070 1,070.44 25-8500020 148.83 25-5250250 346.06 25-8800050 515.26 25-5310570 1,683.99 25-8810180 295.36 25-5540340 413.38 25-8810330 360.49 25-5550220 857.92 25-8910180 295.97 25-5610090 297.79 25-8930100 1,666.91 25-5630220 391.91 25-8960140 543.05 25-5640090 96.75 25-8990130 971.57 25-5670040 624.11 65-4780010 1,099.70 25-5670340 109.78 65-4800030 374.47 25-5670410 1,726.02 307 ***Total of 151 accounts*** Revised 10/20/2021 ____________ 308 City Council Item October 25, 2021 Item Consider a Request for Preliminary Plat Approval for Avienda Townhomes File No.Planning Case No. 2021-22 Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Kate Aanenson, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the preliminary plat for Avienda Townhomes." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY Subdivision of 40+ acres into 39 lots and six outlots. BACKGROUND The Avienda development PUD was approved in 2020. The PUD was given final plat approval in July, 2021. The first phase of the project is the townhomes. The developer held a neighborhood meeting on October 4, 2021. Approximately two dozen attendees were present. DISCUSSION This item appeared at the Planning Commission on October 5, 2021. Only one neighbor appeared at the Planning Commission; however, they did not speak. The Planning Commission recommended approval of the subdivision 6-0. BUDGET 309 RECOMMENDATION Staff recommends that the City Council approve the preliminary plat for the subdivision of 40+ acres (Outlots A and C) into 39 lots and six outlots, Avienda Townhomes, plans prepared by Landform dated September 8, 2021, subject to the conditions of the staff report, and adopt the Findings of Fact and Recommendation. ATTACHMENTS PC Staff Report dated 10-5-21 Findings of Fact and Recommendation PC 310 Planning Commission Item October 5, 2021 Item Consider a Request for Preliminary Plat Approval for Avienda Townhomes File No.Planning Case #2021-22 Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Kate Aanenson, Community Development Director Applicant Level 7 Development LLC 4600 Kings Point Road Minnetrista, MN 55331 Present Zoning Planned Unit Development Regional Commercial District (PUDRC) Land Use Office & Commercial Acerage 10.5 acres net and 38.86 total gross acres Density 3.8 units per acre Applicable Regulations Chapter 18, Subdivisions Chapter 20, Article Sec 20-509 Standards and Guidelines For Regional/Lifestyle Center Commercial Planned Unit Developments District PROPOSED MOTION Approve a request for preliminary plat approval for 39 lots and six (6) outlots for Avienda Townhomes, Outlots A and C, Avienda. SUMMARY Subdivision of 40 + acres into 39 lots and six outlots. BACKGROUND The Avienda development PUD was approved in 2020. The PUD was given final plat approval in July 31311 of 2021. The first phase of the project is the townhomes. DISCUSSION RECOMMENDATION Staff recommends the Chanhassen Planning Commission recommend approval of Planning Case No. 2021-22, for the subdivision of 40+ acres into 39 lots and six (6) outlots, Avienda Townhomes, plans prepared by Landform dated September 8, 2021, subject to the conditions of the staff report, and adopt the Findings of Fact and Recommendation. ATTACHMENTS Staff Report Findings of Fact and Recommendation Development Review Application Narrative City Plan Submittal Charles Cudd Product Visuals Carver County Comments Affidavit of Mailing 32312 PC DATE: October 5, 2021 CC DATE: October 25, 2021 CITY OF CHANHASSEN REVIEW DEADLINE: 60-day, November 2, 2021 CASE #: 2021-22 BY: Kate Aanenson, Eric Hendrickson, Jill Sinclair, Matt Unmacht SUMMARY OF REQUEST: The applicant is requesting approval of preliminary plat. LOCATION: Avienda, Outlots A and C APPLICANT: Level 7 Development LLC 4600 Kings Point Road Minnetrista, MN 55331 PRESENT ZONING: Planned Unit Development (PUD) RC 2040 LAND USE PLAN: Commercial and Office ACREAGE: 10.5 acres net and 38.86 total gross acres DENSITY: 3.8 units per acre. Level of City Discretion in Decision-Making: The City’s discretion in approving or denying a Preliminary 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 preliminary plat. This is a quasi-judicial decision. PROPOSAL/SUMMARY Subdivision of 40+ acres into 39 lots and six outlots. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article Sec 20-509 Standards and Guidelines For Regional/Lifestyle Center Commercial Planned Unit Developments District BACKGROUND The Avienda Development PUD was approved in 2020. The PUD was given final plat approval in July of 2021. The first phase of the project is the townhomes. PROPOSED MOTION: The Chanhassen Planning Commission recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda Townhomes plans prepared by Landform dated September 8, 2021, subject to the following conditions and adopts the Findings of Fact and Recommendation.” 33313 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 2 EXISTING CONDITIONS The site is currently being graded to prepare for development. All areas for preservation include the 21 acres of wooded bluff that have been deeded to the City. SUBDIVISION REVIEW The applicant is requesting subdivision into 39 lots and six outlots. The property is part of the Avienda PUD. The zoning is Regional Commercial. As a part of the PUD, the property was given a density of 3-6 units per acre. This residential use was given to provide a transition from the residential zoning to the west and transition to higher density to the east. 34314 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 3 PRELIMINARY PLAT 35315 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 4 Block 1, Lot 24, Block 2, Lot 9, and Block 3, Lot 9 shall be platted as outlots. PUD COMPLIANCE TABLE Permitted Uses: Housing The Avienda PUD allows up to 30% residential. This would allow 550 d/u at 16 units/acre. This includes: a. Multiple-family dwellings b. Senior housing independent living and (assisted not to exceed 150 units). c. Single family homes. Density of 3-6 units an acre on of Blocks 1-3, which could be townhomes, including detached townhomes and twin homes. Finding: The 39 detached townhome units at 3.8 units an acres, net density, are in compliance with Section C of Permitted Uses Housing. EASEMENTS The applicant is proposing a 10-foot drainage and utility easement (DUE) abutting both sides of Mills Drive right-of-way (ROW), a public street that will be extended in association with the proposed subdivision. No other DUEs are proposed in association with the preliminary plat as indicated by the submittal materials. However, public utilities will be extended through the extension of two proposed private streets and through the greenspace of portions of the 36316 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 5 subdivision (e.g. Block 1, Lot 24), which will require additional public DUEs for review and approval prior to recording of the final plat. Staff recommends that in order to best maintain and service the public utilities in these locations, Outlots encumbered by public DUEs be required upon final plat submittal, (i.e. Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9) should be Outlots. Upon submittal of final plat, the applicant must provide the City the total areas of right- of-way being dedicated along with the area of public DUE associated with the final plat, in square footage and per lot. Additionally, in order to maintain adequate separation of public utilities and buildable lot areas, there must be 10 feet of separation from the ROW and Block 1, Lot 1, Block 2, Lot 8 and Lot 1, as similarly illustrated by the separation between the ROW and Block 1, Lot 23. Lastly, any previously recorded easements within the proposed subdivision must be vacated prior to or concurrently with the final plat. EXISTING CONDITIONS SURVEY The proposed subdivision is within the PUD known as Avienda. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right-of- ways. The proposed subdivision is a replat of Outlots A and C from the initial Avienda final plat. The majority of the Avienda site is currently being mass graded in accordance with the grading permit issued June 4, 2021. Grading prior to final plat was approved for the purpose of getting a head start on the mass grading for the project. The construction of public utilities is anticipated to begin in early November, 2021. The City is currently awaiting completed street plans for review in association with Avienda’s final plat. The proposed subdivision will consist of a total of three Outlots (A, B and C) along with 45 parcels to facilitate villa homes and associated green space and private streets. The applicant provided an existing conditions survey which is used to supplement all construction plans and designs and also to facilitate staff reviews, however major elements are not illustrated on the survey which are requirements of Sec. 18-40 of City Ordinance. Required elements such as location of buildings and low floor openings adjacent to the subdivision boundaries or topographic data with associated contours were missing. The applicant shall submit an updated survey upon submittal of final plat and final construction plans illustrating all of the requirements of Sec. 18-40. The existing conditions survey illustrates an Xcel Energy overhead electric power line that runs along the shared property lines between the newly proposed development and the existing Preserve at Bluff Creek subdivisions, as generally depicted below. Xcel Energy has supplied the City with the utility’s network in the immediate area which includes this overhead line. It appears that after ultimate build-out of the Avienda PUD that this line will no longer be required as all buildings and parcels electric needs will be served by the newly extended underground utilities. As such, staff recommends eliminating the overhead electric and removing the poles as soon as the electric line is no longer required. 37317 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 6 GRADING & DRAINAGE A grading permit for the mass grading associated with the Avienda final plat was issued on June 4, 2021. The majority of the site is currently being graded to achieve the general elevations for public street and utility build-out along with ultimate build-out of the individual parcels. The grading plans associated with the Avienda grading permit are similar to the preliminary grading plans for the proposed subdivision. The preliminary grading plans for the proposed subdivision generally meet City Ordinances; driveway grades are greater than 0.5% and less than 10%; public streets are less than 7% and private streets are less than 10%; lots are graded to drain away from buildings; etc. However, no profiles (street or utility) were provided with the preliminary plan set in order to assess other key elements of the grading plan and will be required prior to approval of the final plat. Additionally, elements such as emergency overflow elevations and routes and lot benching details which are reviewed to ensure adequate drainage must be provided prior to final plat approval. Lastly, it appears some areas are proposed to be graded over 3:1 slopes. The applicant shall indicate all areas being proposed as steep slopes, or over 3:1, for review and approval prior to approval of final plat. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) in association with the Avienda grading permit. However, an updated SWPPP or transfer of NPDES permit for the proposed subdivision has not yet been provided for review. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub-contractors are identified and as other conditions change. Additionally, an Erosion and Sediment Control Plan (ESCP) in accordance with City Ordinances, shall be submitted for the grading operations of the subdivision as more than 5,000 square feet of land is being disturbed. The applicant has provided an ESCP, however it is deficient as it does not include all the requirements listed under Sec. 19-145.(a)(2) such as location of stockpiled material, construction entrances or drainage boundaries and direction. As 38318 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 7 such, the applicant shall update the ESCP and resubmit it for review and approval with the submission of the final construction plans. Staff recommends a phased ESCP that illustrate initial grading operations to final build-out. RETAINING WALLS One retaining wall appears to be proposed at the northern portion of Block 1 behind Lots 8-11. The plans did not indicate the height of the wall and shall be updated accordingly upon submittal of final construction plans, however it does appear that it will have a height greater than four (4) feet. Walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be constructed of a durable material (smooth face concrete, masonry/mortared, railroad ties and timber are prohibited). Lastly, if the retaining wall remains it will be required to be privately owned and maintained and the associated maintenance agreements must be recorded concurrently with the final plat. There is an existing retaining wall adjacent to the proposed subdivision within the Preserve at Bluff Creek subdivision, east of Block 1, Lots 3-7. While the area is not within the proposed subdivision, there has been interest raised by the neighborhood regarding grading associated with this area. The applicant has set up a neighborhood meeting with the neighborhood which was scheduled for October 4, 2021, to address any questions and concerns associated with grading in the area. Staff recommends continual communication by the applicant with the abutting neighbors in an effort to work together to mitigate any concerns. STREETS The applicant is proposing the extension of a public street, Mills Drive, along with the construction of two private streets, as illustrated below: 39319 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 8 Based on the preliminary plans, it appears the street plans are feasible and can be constructed in accordance with City Ordinance. All newly constructed public streets will be publicly owned and maintained after acceptance of the public improvements by the City Council. The applicant has provided typical street sections for both the public and private streets that meet the City of Chanhassen’s Standard Specifications (Standards). It is being proposed that the private streets are constructed to a width of 28 feet which will allow for parking on one side of the street, however, no sidewalks are proposed along the private streets. Staff recommends a pedestrian access route, such as sidewalks, be further evaluated in order to provide a more safe and accessible route for the future residents of the subdivision. With the ultimate build-out of Avienda incorporating commercial and recreational amenities, it is anticipated that residents will walk throughout the development. While generally the street design and layout appear to be feasible, elements such as signage, striping, street lights, intersection details, profiles, street radii, etc. will be required for review and approval prior to final plat approval. Any intersection of two streets must provide ADA curb ramps, which would include the intersection of Avienda Parkway and “Private Drive NW” and Bluff Creek Boulevard and Private Drive S”. Also, any intersection of a private street with a public street must be constructed with a concrete apron and valley gutter in order to provide vehicular motorist a better visual queue that the street is not public. Lastly, staff has concerns regarding the proximity of the intersection of Bluff Creek Boulevard and “Private Drive S”. The National Cooperative Highway Research Program Report 672 and MnDOT design guidelines regarding access management near roundabouts require particular 40320 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 9 stopping sight distances and intersection sight distances for vehicles and pedestrians, along with other design elements. The applicant will be required to provide design calculations and justification that the spacing of the proposed intersection is in conformance with these guidelines, or provide justification that the impact is expected to be minimal and/or no reasonable alternatives are available. Staff recommends the applicant and their engineer take into consideration the landscaping plan when evaluating site lines used for calculations associated with stopping site distance, etc. SANITARY SEWER AND WATER MAIN The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water needs of the subdivision. While the preliminary plans do not provide the size of the water main being proposed, the Avienda utility plans do indicate that the extension of 8” PVC C900 is planned for. Plans that illustrate the profile of the utilities along with their size and material are required for review and approval prior to final plat approval. The applicant and their engineer have been working with staff to ensure the sanitary sewer and water main alignments, and their associated structures and appurtenances, are designed and constructed to allow for the proper maintenance and future rehabilitation of the public systems and are in conformance with the Standards. The final construction plans must be approved prior to recording of final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. The City will provide the applicant’s engineers the appropriate nomenclature for sanitary sewer manholes to be incorporated in the final plan set. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” General 1. It is requested that the applicant continue to include electronic copies for the HydroCAD and P8 models in any future submittals to help to speed up the review process. Volume Control 1. The applicant has updated the drainage calculations for Phase 2 and has demonstrated that volume control requirements are being met. Water Quality 1. Because the applicant has demonstrated that volume control requirements are met, water quality requirements are also being met per Riley Purgatory Bluff Creek Watershed District (RPBCWD) rules. 41321 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 10 Rate Control 1. The site is currently meeting rate control to each discharge point, however, the applicant should confirm rate control is still being met after making any necessary modeling updates based on comments provided. a. The applicant has shown that peak discharges to County and MnDOT ROW will continue to be decreased in Phase 2 and the updated “Ultimate” buildout condition. This information is summarized in the tables included in Appendix F of the applicant’s stormwater report. 2. Time of concentrations (TC) do not appear to have been updated in the modeling for the Phase 2 subcatchments. The applicant should confirm that TCs are still accurate for the Phase 2 condition. 3. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans. Freeboard 1. Freeboard is being met for the site, however, the applicant should confirm freeboard requirements are still being met after making any necessary modeling updates based on comments provided. 2. The applicant should confirm spot elevations on the plans near the low-lying backyard areas are the EOFs for these areas or add the EOF elevations to the plans. a. The applicant should plot the plans with the callouts as the top layer so they are not being blocked by storm sewer or other layers as some are currently difficult to read. Maintenance 1. The applicant must provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party for private BMPs. Civil Plans 1. The applicant should provide plan/profiles on the water, sanitary, and storm sewer proposed for Phase 2 to confirm storm sewer sizing and that there are no conflicts. a. Applicant should confirm storm sewer sizing calculations provided in Appendix J are for Phase 2 and not Phase 1 as the Appendix title notes. 2. The existing storm sewer should be shown on all utility plans. It does not appear to be shown on the south utility plans. 3. Details and cross sections for the Phase 2 BMPs should be included in future submittals to confirm modeling. a. The West Central Basin (Basin 31P in the proposed conditions modeling) is shown with existing draintile/storm sewer in the Phase 2 plans however the modeling for the basin has been updated since the Phase 1 plans. The applicant should provide additional detail on the status of the West Central Basin. b. Additionally, details on any proposed outlet structures or pretreatment structures for the proposed BMPs should be included in future submittals. 4. There are areas in the western town homes area shown with 2:1 and even 1:1 slopes. Applicant should regrade these areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City. 42322 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 11 5. The applicant should confirm an easement isn’t needed over the proposed storm sewer between Lots 14 and 15 in the western townhomes area. 6. The applicant should provide RPBCWD erosion control notes on page 7. 7. Inlet protection, rock entrances, erosion control blanket and other erosion control measures should be shown on the plans. STORMWATER UTILITY CONNECTION CHARGES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. The Surface Water Management Plan (SWMP) fees for this proposed development were calculated using two different methods. This first way, Proposed SWMP Fee 1, lays out the SWMP fees for just the gross area minus the currently identified outlots. The second way, Proposed SWMP Fee 2, also excludes Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9 from the SWMP fees as it is assumed those will become outlots in the future. Proposed SWMP Fee 1 The SWMP fee on this project is $164,780.40. However, this SWMP fee is to be adjusted down by 50% based on Code Sect. 18-63 (stormwater design to NURP standards). As such, the net SWMP fee due at the time of final plat would be $82,390.20. Proposed SWMP Fee 2 The SWMP fee on this project is $73,598.80. However, this SWMP fee is to be adjusted down by 50% based on Code Sect. 18-63 (stormwater design to NURP standards). As such, the net SWMP fee due at the time of final plat would be $36,799.40. PER ACRE FEE ACRES FEE 15,560 39.78 618,976.80$ 15,560 1.53 (23,806.80)$ 15,560 4.88 (75,932.80)$ 15,560 22.78 (354,456.80)$ 10.59 164,780.40$ AREA SURFACE WATER DEVELOPMENT FEE GROSS AREA OUTLOT A OUTLOT B OUTLOT C NET AREA PER ACRE FEE ACRES FEE 15,560 39.78 618,976.80$ 15,560 1.53 (23,806.80)$ 15,560 4.88 (75,932.80)$ 15,560 22.78 (354,456.80)$ 15,560 3.51 (54,615.60)$ 15,560 0.73 (11,358.80)$ 15,560 1.62 (25,207.20)$ 5.46 73,598.80$ BLOCK 2 LOT 9 AREA SURFACE WATER DEVELOPMENT FEE GROSS AREA OUTLOT A OUTLOT B OUTLOT C BLOCK 1 LOT 24 BLOCK 3 LOT 9 NET AREA 43323 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 12 ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat, or can be postponed until building permit applications are received in which the entire hookup fee is due. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. FEES An engineer’s estimate must be provided in order to calculate Administration Fees. Based on the proposal, the following fees would be collected with the development contract: a) Administration fee: If the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first 1,000,000 plus 1.5% of the remainder. b) Surface water management fee: $15,560/acre c) A portion of the water hook-up charge: $2,476/unit, or, the full amount with the building permit: $8,253/unit d) A portion of the sanitary sewer hook-up charge: $691/unit, or, the full amount with the building permit: $2,602/unit e) Park dedication fee: $5,800/dwelling f) GIS fees: $100 for the plat plus $30 per parcel g) Street light operating fee for one year: $300 per light LANDSCAPING AND TREE PRESERVATION The applicant for the Avienda Townhome development did not submit tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.14 ac. or 441,698 SF Baseline canopy coverage 0% or 0 SF Minimum canopy coverage required 20% or 88,339 SF Proposed tree preservation 0% or 0 SF The proposed plans do not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 35% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum canopy coverage to be replaced 88,339 SF Multiplied by 1.2 106,007 SF Divided by 1089=Total number of trees to be planted 97 trees For the 97 trees required for canopy coverage, 75% of the quantity must be overstory species, no more than 10% of the total may be of one species, and no more than 20% may be from one genus. The applicant has submitted a landscaping plan showing more than 97 trees to be planted within the development, but will need to redistribute the species selection in order to meet Code requirements for diversity. 44324 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 13 Bufferyard requirements - North: Required plantings Proposed plantings Bufferyard B – East prop. line, 880’ 17 Overstory trees 35 Understory trees 52 Shrubs 2 Overstory trees 0 Understory trees 175 Shrubs Bufferyard B – South prop. line, 350’ 7 Overstory trees 14 Understory trees 21 Shrubs 0 Overstory trees 0 Understory trees 0 Shrubs Bufferyard B – West prop. line, 960’ 19 Overstory trees 38 Understory trees 57 Shrubs 20 Overstory trees 30Understory trees 50 Shrubs Bufferyard B – North prop. line, 510’ 10 Overstory trees 20 Understory trees 30 Shrubs 0 Overstory trees 0 Understory trees 0 Shrubs Bufferyard requirements – South: Required plantings Proposed plantings Bufferyard B – North prop. line, 560’ 11 Overstory trees 22 Understory trees 33 Shrubs 8 Overstory trees 17 Understory trees 34 Shrubs Bufferyard C – East prop. line, 150’ 3 Overstory trees 6 Understory trees 10 Shrubs 4 Overstory trees 4 Understory trees 5 Shrubs Bufferyard B – West prop. line, 150’ 3 Overstory trees 6 Understory trees 9 Shrubs 4 Overstory trees 5 Understory trees 4 Shrubs The applicant does not meet minimum requirements for bufferyards for either the north or south townhome areas. Staff recommends that the applicant increase planting quantities to meet minimum requirements. The proposed landscaping plan can be revised to meet the minimum standards required by ordinance. However, the North area of the project has several open areas where a vast expanse of irrigated lawn is proposed. Within Planned Unit Developments, “landscaping should reflect higher quality design than is found elsewhere in the community.” Staff recommends that the applicant apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features that would elevate the design of the development. Recommendations: 1. The applicant shall include 97 trees in the overall landscape plan that meet minimum canopy coverage requirements for size and diversity. 2. The applicant shall meet minimum bufferyard planting requirements for North and South townhome areas. 45325 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 14 3. The applicant shall install Conservation Easement signage along the south property line abutting Outlot E. Markers shall be placed at property corners and each deflection point in the property line. 4. Staff recommends that the applicant apply a higher standard by incorporating landscaping features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features. PARKS & RECREATION The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge is to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive-oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Parks The goal of neighborhood parks is to provide informal recreational opportunities close to where people live. Chanhassen operates under the standard that all residents should be within walking distance, or a half mile, of a neighborhood park. The PUD is located within the park service area of Power Hill Park and the Lake Susan and Fox Woods Preserves. Trails The City’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system that connects neighborhoods to park and recreation facilities, schools, community destinations and other communities. Park and Trail Conditions of Approval The current rate for Park Dedication fees is $5,800 per dwelling ($5,800 X 39 Townhome Units = $226,200 Total Park Dedication Fees) MISCELLANEOUS Fire Comments 46326 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 15 1. Road widths – no parking signs required on one side or both depending on width. See City Code for road widths and signage. 2. No combustible construction to begin until fire hydrants and temp/permanent fire access roads are installed and maintained. 3. Addressing and street signs to be installed immediately upon finish and before occupancy of first unit. Temp addressing and street signs to be maintained throughout construction. 4. Construction vehicles and material may not block fire apparatus access or hydrants once combustible material construction starts. Building Comments 1. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 2. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 3. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 4. Each lot must be provided with a separate sewer and water service. 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review RECOMMENDATION Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda Townhomes plans prepared by Landform dated September 8, 2021, subject to the following conditions and adopts the Findings of Fact and Recommendation: Planning 1. Homes shall be constructed and designed consistent with the PUD. 2. Block 1, Lot 24, Block 2, Lot 9, and Block 3, Lot 9 shall be platted as outlots. Engineering 1. All public utilities will require adequate drainage and utility easements prior to approval of the final plat. Staff recommends Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9 be outlots and encumbered by public drainage and utility easements. 2. The applicant must provide the City the total area of ROW being dedicated along with the area of public DUE in square footage and per lot. 3. The plat shall be updated to maintain 10 feet of separation from the ROW and Block 1, Lot 1, Block 2, Lot 8 and Lot 1. 4. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 5. The applicant shall submit an updated existing conditions survey illustrating all of the requirements of Sec. 18-40. 6. The existing overhead electrical lines and associated poles must be removed as soon as the electric line is no longer required. The applicant shall supply an estimated timeline for when this removal could occur. 47327 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 16 7. The applicant shall provide street and utility profiles prior to final plat approval. 8. Emergency overflow elevations and routes along with lot benching details shall be submitted prior to final plat approval. 9. Any grades over 3:1 on the proposed grading plan need to be indicated for review and approval prior to final plat approval. 10. The applicant is required to provide an updated SWPPP for the proposed subdivision prior to approval of final construction plans. 11. The applicant shall provide an erosion and sediment control plan in conformance with the requirements listed under Sec. 19-145 of City Ordinance prior to the approval of final construction plans. 12. The retaining wall north of Block 1, Lots 8-11 will be required to be privately owned and maintained and the associated maintenance agreements must be recorded concurrently with the final plat. 13. All newly constructed public streets (Mills Drive) will be publicly owned and maintained after acceptance of the public improvements by the City Council. 14. Construction design elements associated with the street plans such as signage, striping, street lights, intersection details, profiles, street radii, etc. will be required prior to final plat approval. 15. Any intersection of two streets must provide ADA curb ramps, which would include the intersection of Avienda Parkway and “Private Drive NW” and Bluff Creek Boulevard and “Private Drive S”. 16. Any intersection of a private street with a public street must be constructed with a concrete apron in general conformance with Detail Plate #5207. 17. The applicant will be required to provide design calculations and justification that the spacing of the proposed intersection of Bluff Creek Boulevard and “Private Drive S” is in conformance with MnDOT and National Cooperative Highway Research Program Report 672 design guidelines, or provide justification that the impact is expected to be minimal and/or no reasonable alternatives are available. 18. The final construction plans must be approved prior to recording of final plat. 19. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 20. An engineer’s estimate for the cost of public improvements must be provided prior to approval of the final plat. 21. The applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 22. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.) and all comments associated with their reviews are addressed. Water Resources 1. The net SWMP Fee due at the time of final plat is $82,390.20. 2. The applicant shall include electronic copies for the HydroCAD and P8 models in any future submittals to help to speed up the review process. 3. The site is currently meeting rate control to each discharge point, however, the applicant shall confirm rate control is still being met after making any necessary modeling updates based on comments provided. 48328 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 17 4. TCs do not appear to have been updated in the modeling for the Phase 2 subcatchments. The applicant shall confirm that TCs are still accurate for the Phase 2 condition. 5. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans. The applicant shall clarify this discrepancy. 6. The applicant shall confirm freeboard requirements are still being met after making any necessary modeling updates based on comments provided. 7. The applicant shall confirm spot elevations on the plans near the low-lying backyard areas are the EOFs for these areas or add the EOF elevations to the plans. 8. The applicant shall plot the plans with the callouts as the top layer so they are not being blocked by storm sewer or other layers as some are currently difficult to read. 9. The applicant shall provide an operation and maintenance plan that identifies the maintenance, inspection, and monitoring schedule and responsible party for private BMP’s. 10. The applicant shall provide plan/profiles on the water, sanitary, and storm sewer proposed for Phase 2 to confirm storm sewer sizing and that there are no conflicts. 11. Applicant shall confirm storm sewer sizing calculations provided in Appendix J are for Phase 2 and not Phase 1 as the Appendix title notes. 12. The existing storm sewer shall be shown on all utility plans. It does not appear to be shown on the south utility plans. 13. Details and cross sections for the Phase 2 BMPs shall be included in future submittals to confirm modeling. 14. The West Central Basin (Basin 31P in the proposed conditions modeling) is shown with existing draintile/storm sewer in the Phase 2 plans however the modeling for the basin has been updated since the Phase 1 plans. The applicant shall provide additional detail on the status of the West Central Basin. 15. Details on any proposed outlet structures or pretreatment structures for the proposed BMPs shall be included in future submittals. 16. There are areas in the western townhomes area shown with 2:1 and even 1:1 slopes. Applicant shall regrade these areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City. 17. The applicant shall confirm an easement isn’t needed over the proposed storm sewer between Lots 14 and 15 in the western townhomes area. 18. The applicant should provide RPBCWD erosion control notes on Page 7. 19. Inlet protection, rock entrances, erosion control blanket and other erosion control measures shall be shown on the plans. Park & Recreation 1. The current rate per dwelling for Park Dedication fees is $5,800 ($5,800 X 39 townhome units=$226.200 Total Park Dedication Fees). Landscaping 1. The applicant shall include 97 trees in the overall landscaping plan that meets the minimum canopy coverage requirements for size and diversity. 2. The applicant shall meet minimum bufferyard planting requirements for North and South townhome areas. 49329 Avienda Townhomes Preliminary Plat Approval October 5, 2021 Page 18 3. The applicant shall install Conservation Easement signage along the south property line abutting Outlot E. Markers shall be placed at property corners and each deflection point in the property line. 4. Staff recommends that the applicant apply a higher standard by incorporating landscape features not currently found within new developments, such as a pollinator meadow, planted woodland, association community garden, or other sustainable landscape features. Fire 1. Road widths – no parking signs required on one side or both, depending on width. See City Code for road widths and signage. 2. No combustible construction to begin until fire hydrants and temp/permanent fire access roads are installed and maintained. 3. Addressing and street signs to be installed immediately upon completion and before occupancy of first unit. Temp addressing and street signs to be maintained throughout construction. 4. Construction vehicles and material may not block fire apparatus access or hydrants once combustible material construction starts. Building 1. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 2. Retaining walls (if present) more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 3. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 4. Each lot must be provided with a separate sewer and water service. 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code. Additional comments or requirements may be required after plan review. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Narrative 4. City Plan Submittal 5. Charles Cudd Product Visuals 6. Carver County Comments 7. Notice of Public Hearing and Mailing List g:\plan\2021 planning cases\21-22 avienda townhomes - outlots a and c, avienda\staff report - final.docx 50330 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Level 7 Development LLC for Subdivision approval. On October 5, 2021, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Level 7 Development LLC for preliminary plat approval of property into 39 lots and six outlots. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD-RC. 2. The property is guided in the Land Use Plan for Office or Regional Commercial. 3. The legal description of the property is: Outlots A and C, Avienda, Carver County, Minnesota. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Planned Unit Development RC District regulations; b. The proposed subdivision is consistent with all applicable City, County and regional plans including but not limited to the City's Comprehensive Plan and implements the following policies and goals: 1)Land Use: a) Encourage development within the MUSA, and support the planned and efficient expansion of the MUSA to increase the amount of developable land. b) Support low density residential development in appropriate areas of the community in such a manner as maintain the aesthetic of existing single-family areas, and to create new neighborhoods of similar character and quality. c) Transitions should be created between different land uses. 2) Housing: a) Provide housing opportunities for all residents, consistent with the identified community goals. b) The City will continue to provide alternate types of housing including smaller lot homes, townhouses, etc. that will supplement the conventional single-family homes. 51331 c) Housing development methods such as PUDs, cluster development, and innovative site plans and building types, should be encouraged to conserve energy and resources for housing. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibilityto flooding, and stormwater drainage are 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, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and 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. 5.The planning report #2021-22 dated October 5, 2021, prepared by Kate Aanenson, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Preliminary Plat subject to the conditions of approval in the staff report. ADOPTED by the Chanhassen Planning Commission this 5th day of October, 2021. CHANHASSEN PLANNING COMMISSION BY: Mark von Oven, Vice Chairman 52332 COMM UNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box'147, Chanhassen, MN 55317 Phone: (952) ?27-1300 lFax'. (952)227-1110 Submittal nn 6mers E ntt others. CTITOT CHAilHA$$EI{ r{l.3|-al- pco"t", ldis[ ]l cco"o,loi)Sl }{ eo.oavn",i"*oat", l\ []t]i ReEt to lhe appropiate Nplication Checklisl tot Equi/ed I Comprehensive Phn Amendment......................... $600DMinorMUSAlineforfailingon-site sewers ..... glOO E Conditional Use Permit (CUP) E Singl+Family Residence............,..-................ $325 subrnital infomatid, that must ffiompany lhis Applicatioo) A Subdivision (SUB) fIa trfltra Create 3 lots or less ..........................-..-..........$300 Create over 3 |ots.......................$600 + $15 per lot( 42 tots) fl lnterim Use Permit (lUP) E ln conjunction with Single-Family Residence.. $325 X Rezoning (REZ) n Planned Unit Development (P E Minor Amendment to existing! Att ottrers....... n Sign Plan Review.......................... n Site Plan Review (SPR) n Administrative 42s Metes & Bounds (2 lots)$300 Consolidate Lots.. ...,........... $150 Lot Line Adjustment.......-..$150 Final Plat ....,. $700 v2s ( lncludes $450 escrow for attorney costs)* Additiona, esc.ow may be requked for other alplicalons through lhe development conlract. 750 100 500 300 Additional reco.ding tees may apply) 200 150 Permit (WAP) D Zoning Ordinance Amendment (ZOA)...-............. $500 500 !E: When multiple applications are proegssgd concur,gnty, the approp.iate fee shall bs cha.ged tot each applicalion. 00 3 per address 161 s((lsssss) 50 per document UD). PUD fl Vacation of Easements/Right-of-way (VAC).... Variance (VAR).... n Wetland Alteration n Single-Family I Att others....... n Zoning Appeal...... Residence $150 75 100 100 500nCommercial/lndustrial Districls*........ Plus $'10 per 1,000 square feet of building area:( thousand square feet) lndude number of q$li4g employees: lnclude number of 4eg employees: n Residential Districts.. Plus $5 per dwelling unit ( units) E Notification Sign (City to insta,l and remove) n Escro\i, for Recording Documents (check allthattrnEMetes & Bounds Subdivision (3 docs.) lnterim Use Permit fl Site PlaoAgreementVariance ! Wetland Alteratioo permit Easements L_ easements) nDeedst6tatreE: $2'613 00 Conditional Use Pe.mit Vacation Section 1: Application Type (check all that apply) Section 2: Required lnformation DescriPtion of Proposal: Preliminary and Final Plat forAvienda Townhomes - See Attached Narralive Property Address or Location Parcel #: Avienda Legal Oescriptbn: Outlots A and C, Avienda Wetiands Present? fl Yes I No Planned Unit Developme (PUD)Requested Zoning Not Appljcable Present Land Use Design 4;6n. Mixed Total Acreage: Present Zoning 38.86 Existing Use of Property:vacant Elcheck box if separate natative is attached APPLICATION FOR DEVELOPMENT REVIEW I Property Owners' LiSt within 500' lcity to generare after pre-applicaton meerang) ........................ Requested Land Use Designarion- Not &rpr€Fl€HANHASSEN RECEIVED sEP 0 3 2021 CHAI'IHASSEN PLANNlliG DEm 53333 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERW OWNER: In signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this applic€tlon. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by lhe property owner, I have attached separate documentation of full legalcapacity to file the application. This application should be processed in my name and I am the pany whom the City should conlact regarding any matler pertaining to this application. I will keep myse,f informed of the deadlines for submission of matedal and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certiry that the information and exhibits submitted are hue and corect. Name: Level 7 Development LLC Contact: Mark Nordland Cell: Fax: Date 612) 812-7020 Signature :]:--913t21 PROPERW OWNER: ln signing this application, l, as property owner, have tull legal capacity to, and hereby do, aulhorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep mysetf informed of the deadlines for submission of material and the p.ogress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimale prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Level 7 Development LLC Address:4600 Kings Point Road City/Statezip Email: Minnetrista, MN 55331 Cell: Fax: Dale 612) 812-121 I Bahra Signatu q PROJECT ENGINEER (if applicable) Name: Landform Professional Services, LLC Address 105 South Fifth Avenue, Suite 513 City/State/Zip cell: Fax:Email (612\ 252-9077 Who should receive copies of staff reports?'Other Contac{ lnfomatlon: Name: KendrsLindahlPropertyOwnerVia: Applicant Via: Engine€r Ma: Other' Ma: Email A Email E Email EI Emait 105 South Fifth Avenue, Suite 513 Minnea MN 55401 INSTRUCTIoNS TO APPLICANT; Complete all necessary form fields, then select SAVE FORM to save a copy to your dovice. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORltit to send a digitat copy to the city for processing. SAVE FORM PRINT FORM SUBMT FORM This application must be completed in full and must be accompanied by all inbrmation and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklisl and confer with the Planning Dopartment to determine the specific ordinance and appliceble procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. na ! uaileo Paper copy E uanea Paper Copy! Maited Paper Copy tritailed Paper Copy City/Statezip: Email:klindahl(Alandfom.net Address. 4600 Kings Point Road City/Slate/Zip: Minnetrisla, MN 55331 Email. mnordland@nordlandpa(ners.com Phone: Name: Minneapolis, MN 55401 ssabraski@landform.net gontr.1. Bahram Akradi Phone: (952)2294777 gon1""1. Steven Sabraski ph6ngl (612) 6384243 Section 4: Notification lnfolmation Address: 54334 Narrative Avienda Townhomes Preliminary and Final Plat Prepared for: Level 7 Development LLC September 3, 2021 SUBMITTED TO City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55345 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 55335 TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Preliminary Plat ............................................................................................................................................. 1 Final Plat ........................................................................................................................................................ 1 Summary ....................................................................................................................................................... 1 Contact Information ...................................................................................................................................... 2 56336 Avienda Townhomes, Chanhassen, MN September 3, 2021 SCD14001.CUD 1 Introduction On behalf of Level 7 Development LLC, Landform is pleased to submit this application for preliminary plat and final plat approval to allow construction of 39 villa homes. The project will plat Outlots A and C of Avienda into 39 unit lots, three common lots and three outlots. We are excited to offer new homes in the Avienda development. Preliminary Plat We have begun grading the site and are preparing for construction of Bluff Creek Boulevard, Avienda Parkway and the related utilities to serve the site. The plat to create the right-of-way and outlots is under review at the County and is expected to be finalized and recorded this month. PUD Standards The preliminary plat shows 39 new villa homes surrounded by a common lots with green space, which is consistent with the approved PUD. The robust landscape plan exceeds ordinance requirements. As part of the original PUD approvals, the City required Avienda to provide a connection from the existing Mills Drive on the west to Avienda Parkway. This new public street connection is provided and will provide access for 12 of the new homes. A private drive will be constructed north of Mills Drive to serve the other homes in Block 1 and a private drive from Bluff Creek Boulevard will serve the eight homes in Block 3. The private drives are 28 feet wide with parking on one side of the drive. Architecture The homes will be constructed by Charles Cudd Co. and will provide two high-quality housing options as Phase 1 of Avienda. The homes in Blocks 1 and 2 are planned as the Coventry villas. The homes are a mix of slab-on-grade, lookout and walkout styles with two-car garages. The homes in Block 3 are planned as the Interlachen villa walkouts with three-car sideloaded garages. These homes have been designed to take advantage of the views to the wooded area on the south. Final Plat Final Plat We are requesting approval of the final plat for these 39 new homes to be processed concurrently with the preliminary plat. The final plat is in conformance with the preliminary plat and PUD approvals. Summary We respectfully request approval of the Preliminary Plat and Final Plat for “Avienda Townhomes” to allow construction of 39 new homes in Avienda. We request that this item be placed on the October 5th Planning Commission and October 25th City Council agendas. 57337 Avienda Townhomes, Chanhassen, MN September 3, 2021 SCD14001.CUD 2 Contact Information This document was prepared by: Kendra Lindahl, AICP Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kendra Lindahl at klindahl@landform.net or 612.638.0225. 58338 AVIENDA TOWNHOMES CHANHASSEN, MINNESOTA NORTH NO SCALE AREA LOCATION MAP ABBREVIATIONS MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE RIPRAP FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE SYMBOLS LANDSCAPING GRAVEL FLAG POLE POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUNDTELEPHONEUT UNDERGROUNDELECTRICUE GASLINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 1.00 234.5 LIGHT POLE MINORCONTOUR123MINORCONTOUR123 SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 SITE BENCHMARK: BM-1 : TOP NUT OF HYDRANT LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD. ELEVATION = 921.32 ) BM-2 : TOP NUT OF HYDRANT LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD. ELEVATION = 913.82 ) Outlot A and C, Avienda, Carver County, Minnesota 3 DESCRIPTIONSHEETNO. CIVIL & LANDSCAPE TITLE SHEET PRELIMINARY PLAT EXISTING CONDITIONS SITE PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH GRADING, DRAINAGE, PAVING EROSION CONTROL OVERALL GRADING, DRAINAGE, PAVING EROSION CONTROL NORTH GRADING, DRAINAGE, PAVING EROSION CONTROL SOUTH UTILITIES - OVERALL UTILITIES - NORTH UTILITIES - SOUTH CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN - OVERALL ENLARGED LANDSCAPE PLAN - NORTH 'A' ENLARGED LANDSCAPE PLAN - NORTH 'B' ENLARGED LANDSCAPE PLAN - SOUTH LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C0.2 C1.1 C2.1 C2.1A C2.1B C3.1 C3.1A C3.1B C4.1 C4.1A C4.1B C7.1 C7.2 C7.3 L2.1 L2.2 L2.3 L2.4 L7.1 PROJECT CONTACTS 08. 31. 2109. 08. 21X X X X X X X X X X X X X X SHEETS ISSUED BY DATE COMPOST/ BIO LOG))))))))))))))))))))D Angle And @ At 100 YR. 100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/ C Air Conditioning Unit ADD.Addendum ADDL. Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX. Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B. C.Back of Curb B/ W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S. Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M. U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC. Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S. Down Spout DEG. Degree DEMO. Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O. S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B. O.Furnished by Others F. C.Face of Curb F.D.Floor Drain F.D. C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR. Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C. General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D. Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO. Information INL. Inlet Elevation INSUL. Insulation INV. Invert Elevation JT.Joint L.F.Linear Feet L.P. Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB. Longitudinal LT. Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN. Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD. Module / Modular MUL.Mullion N.North N.I. C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H. Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P. C.Point of Curvature P. I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O. B.Point of Beginning P.S.F. Pounds Per Square Foot P.S.I. Pounds Per Square Inch P. T.Point of Tangency P.V.C. Point of Vertical Curvature P.V.I. Point of Vertical Intersection P.V.T. Point of Vertical Tangency PE Polyethylene PED. Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl- Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF. Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/ W Right of Way S.South S.F.Square Feet SAN. Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out / Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ. Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/ R Top of Rim T/ W Top of Wall TEMP. Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N. O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I. F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W. F.Welded Wire Fabric W/ With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.YardYR. Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252- 9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 SITE LYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAIL AUDUBON RDGREAT PLAINS BLVDHAZELTINE LAKE LAKE RILEY 101 101 101 14 14 212 212 212 CHANHASSEN, MN LAKE SUSAN 18 17 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSHUA K. POPEHN, RLA LICENSE NUMBER:DATE: 47165 08 SEPTEMBER, 2021 44803 08 SEPTEMBER, 2021 X X X X C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEET C0.1 LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 TEL 612- 812- 7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners. com LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612- 252-9070 CONTACT: STEVE SABRASKI CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612- 252- 9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT X339 COCO XXXCOCO SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE CABXHH CABX CABX SSMH RE=936.6 IE=925.3(E) IE=925.2(W)SSMH RE=937.7 IE=925.9(W) HH SIG. BASE SIG. BASE LT SIG. BASE EM SIG. BASE SIG. BASE SIG. BASE HH SIG. BASE SIG. BASE SIG. BASE CABX LT LTMB XX XXX X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO SSMH RE=915.2 IE=884.1 BM-2 (TNH) 913.82 BM-1 (TNH) 921.32 WETLAND 6 WETLAND #3 WETLAND 4 WETLAND #10XX FO FO FO FO FO FO FO 16" DIP16" DIP8"P V C@0. 5 3 EX. 8"PLUG IE.= 876. 67 SSMH RE= 889.5 IE= 876. 2 13 14 15 16 17 18 19 20 21 22 23 123 4 5 6 7 8 B L O C K 2 1 2 3 4 5 6 7 8 9 10 11 12 249 9 9 1 2 3 4 5 6 7 8 9 9 B L O C K 1 24 24 24 23 B L O C K 3 B L O C K 1 58 0 7 125.7 6 2 .1 93.4 8 1 . 4 190. 85 5 079.9 5 7 0. 6 221.0 1 1 6 .6 199. 9849.0105. 0 125.7 60. 0360. 0346. 7 105. 031. 4 145.0125 7 122.3 115.231 4145.0277. 8256.260. 4122.146. 382.03 3 1 .5 66. 568.052.0161.63 0 .9 8 5.1 107.8 44 .9 160. 7 3 4 0.4 340.1 2 5 5 .8 56 . 3 37. 0 56. 9 50. 743.88 3 .6 2 4 4 .3 38.6 709.4152.11173.514.689.0109.285.58 9 2 83.5 105.4 123.1 128.9195.7208.6263. 055.6 55.3 57.0 56.5 56.5 67.4 70.6 56.5 102.056.5 54. 256.556.556.564. 065.5 60.0105. 1106.0102. 2102.0102. 0102.0107.0102. 055.055. 055.055.055.055. 055.055. 055.055. 088.0 88.0 88.088. 0 88.0 88. 055. 0 55. 0 55. 0 55. 055.054. 988.088. 088.088. 055.055. 055.055. 055.088. 0 55. 055.055. 088.0 88.0 88.0 29.658. 4 29. 6 52. 7 56. 6 54. 0 90. 461.5 69.6 65.2 90.390. 290.290. 790.755. 455.0 55.0 60.3 55.055. 055.055. 055.055. 055.088. 055.055. 055.055. 055.055. 055.088. 0 88. 0 88. 0 88. 0 88. 0 88. 0 88. 0 55. 055.055. 055.055. 055.055. 055.055. 055.055. 055.055. 055.088. 0 88. 0 88. 0 88. 0 88. 0 88. 0 88. 0 Parcel Table 1/ 1 2/ 1 3/ 1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 12/1 4,840 4,962 5,218 5,323 5,707 5,218 Parcel Table 13/1 14/1 15/1 16/1 17/1 18/1 19/1 20/1 21/1 22/1 23/1 24/1 4,840 153,000 Parcel Table 1/2 2/2 3/2 4/2 5/2 6/2 7/2 8/2 9/2 OUTLOT A OUTLOT B OUTLOT C Area (S. F.)4, 840 31, 879 66, 747 212, 604 992, 133 Lot/BlockParcelTable 1/3 2/33/3 4/3 5/ 3 6/ 3 7/ 3 8/ 3 9/3 6,101 6, 274 6, 166 5, 763 5,763 6,461 6,496 5,763 70, 451 4,840 4, 840 4,840 4, 840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4, 840 4, 840 4, 840 4, 840 4, 840 Area (S. F.)Lot/ Block Area (S.F.) Lot/BlockArea (S.F.) Lot/Block PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612- 252-9070 Fax: 612-252-9077 Web: landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C002SCD001.DWG PRELIMINARY PLAT C0.2 NORTH 0 120 240 THE PROPERTY340 15" RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO COOEOEOEOE 15" RCPSSMH RE= 937.7 IE=925. 9( W)>> II15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCETW ELEV. 921.2BW ELEV. 918. 07TW ELEV. 930.8BW ELEV. 927.1>I 15" RCPCBRE=913.9IE= 909.8CBRE=913.9IE= 909.0 (NW)IE= 908. 8 (NE)IE= 906. 0 (SE, SW) CBRE=935. 9IE=931.4( S)IE=931. 3(W)CBRE= 936.0IE=931.8CBRE= 924. 8IE= 920.7>>>>>>CB RE=931.3 IE= 926.9(E)IE= 926. 8(NE)CB RE=930.3 IE= 925.3(N)IE= 926.8(E)IE= 925.2(SE)IE= 925. 1(W)CB RE= 912.8 CB RE=912. 4 RCP15 IE=907.0WETLAND #3EX.8"PLUGIE.=876.6715" RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO COOEOEOEOE 15" RCPSSMH RE= 937. 7 IE=925. 9(W)>> II15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCETW ELEV. 921. 2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>I 15" RCPCBRE=913.9IE= 909.8CBRE=913.9IE=909.0 (NW)IE= 908.8 (NE)IE=906.0 (SE, SW)CBRE=935. 9IE=931.4(S)IE=931. 3( W) CBRE=936.0IE=931. 8CBRE=924. 8IE=920.7>>>>>> CB RE=931.3 IE=926.9(E) IE=926.8( NE)CB RE=930.3 IE=925.3(N)IE=926.8(E)IE= 925.2(SE)IE= 925.1(W)CB RE=912. 8 CB RE= 912. 4 RCP 15 IE=907. 0WETLAND #3EX. 8"PLUGIE.=876. 6730' BUILDING SETBACK20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEKOVERLAY DISTRICTPRIMARY BOUNDARYOUTLOT CBLUFF CREEK341 XXWETLAND #3MILLSDRIVEPRIVATE DRIVE NW13141516 1718192021222312345678B L O CK2123456789101112PRIVATEDRIVES.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. 249991234567899B L O C K 124242423GF= 926.5926. 8 (FFE)SOG926. 3GF=928. 8929. 1 (FFE) SOG928.6GF=930. 8931.1 ( FFE) SOG930.6GF= 927.1919.8FBWO919. 3GF=926. 6919. 3FBWO918.8GF= 924.5917.2FBWO916. 7GF=922.9915. 6FBWO915. 1GF=921. 8914.5FBWO914.0GF= 914.8906. 8FBWO906. 3GF=915. 6907.6FBWO907.1GF= 916.5908.5FBWO908. 0GF= 917.2909. 2FBWO908.7GF=918. 0910.0FBWO909.5GF= 920. 1912.1FBWO911. 6GF=922.5914. 5FBWO914.0GF=924. 5916. 5FBWO916.0GF= 930.6 923. 3 FBWO 922. 8 GF=932. 9 925.6 FBWO 925.1 GF= 934.3 927.0 FBWO 926.5 GF= 935. 7 930. 2 FBWO 929. 7 GF=935. 1 927.8 FBWO 927.3 GF=936.1 928. 8 FBWO 928.3 GF= 936.2 928. 9 FBWO 928. 4 GF=936. 2 928. 9 FBWO 928. 4 GF=935. 3 928. 0 FBWO 927. 5 GF= 934.5 927.2 FBWO 926.7 GF=931. 8 931.2(FFE) SOG 931.6GF=933.6926.3 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= 929.6 922. 3 FBWO 921. 8 0+00 1+00 1+11. 46 B L O C K3B L O C K1SEE SHEET C2.1A SEE SHEET C2. 1B 30' BUILDING SETBACK20' PARKING SETBACKBLUFF CREEK BLVD. AVIENDA P A R K W A Y BLUFF CREEK BLVD.PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252- 9070 Fax: 612- 252- 9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001. CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH 0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT.RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT.7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337, 142 125, 374 211,768 S.F. S.F. S.F. 7.74 Ac)IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337, 142 0 337, 142 S. F. S.F. S.F. 100.0% 37.2% 62.8% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR342 XXMILLS DRIVEPRIVATEDRIVE NW131415 161718192021222312345678B L O C K2123456789101112DROP1FT.DROP 1 FT.DROP1FT.DROP1FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.24999B L O C K 124242423GF=926. 5926.8 ( FFE) SOG926.3GF= 928.8929.1 ( FFE)SOG928. 6GF= 930.8931. 1 (FFE)SOG930. 6GF=927. 1919. 8FBWO919.3GF= 926.6919.3FBWO918. 8GF=924. 5917. 2FBWO916.7GF= 922.9915.6FBWO915. 1GF=921. 8914. 5FBWO914.0GF= 930.6 923. 3 FBWO 922. 8 GF= 932.9 925. 6 FBWO 925. 1 GF= 934.3 927. 0 FBWO 926. 5 GF=935. 7 930.2 FBWO 929. 7 GF=935. 1 927.8 FBWO 927.3 GF= 936.1 928.8 FBWO 928.3 GF= 936. 2 928. 9 FBWO 928. 4 GF=936. 2 928.9 FBWO 928.4 GF=935.3 928. 0 FBWO 927.5 GF= 934.5 927. 2 FBWO 926. 7 GF=931. 8 931.2( FFE) SOG 931. 6 GF=933. 6 926.3 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= 929.6 922.3 FBWO 921. 8B LOCK120.5'20.5' 20.5'20. 5'20.5' 20.5' 20.5' 17. 8' 20.5'20. 5'20.5' 20.5' 20.5' 20. 5'20.5'20. 5'20. 5'20.5' 20.5'20.5' 20.5'20.5' 20.5'20. 5'20.5'20.5'20.5'20.5'20.5'20.5'20. 5'DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT AVIENDA P A R K W A Y 20' PARKING SETBACK 30' BUILDING SETBACK PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001A.DWG SITE PLAN NORTH C2.1A NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT.7. 74 Ac)IMPERVIOUS PERVIOUS TOTAL 337,142 125,374 211,768 S.F. S.F.S.F.7.74 Ac)IMPERVIOUS PROPOSED (WEST LOT):TOTAL PERVIOUS EXISTING (WEST LOT): 337, 142 0 337,142 S. F.S. F.S. F.100.0%37. 2%62.8% 100.0%0.0%100.0%OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF- WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.2. 3.4. GREEN SPACE ( LANDSCAPE AREA) GENERAL NOTES AREASUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTIONSTAKING AND SURVEYING SERVICES CONTACTLANDFORMPROFESSIONAL SERVICES AT 612. 252.9070.1.LEGEND 2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119, 239 45,382 73,857 S.F.S.F.S.F.2. 74 Ac) IMPERVIOUS PROPOSED (SOUTHLOT): TOTAL343 BLUFF CREEK BLVD BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.PRIVATE DRIVE S. DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP1FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.1 2 3 4 5 6 7 8 9 9 GF=91 4 8 906. 8 FBWO 906.3 GF= 915.6 907. 6 FBWO 907.1 GF= 916.5 908. 5 FBWO 908.0 GF= 917.2 909. 2 FBWO 908.7 GF= 918.0 910. 0 FBWO 909.5 GF=920.1 912. 1 FBWO 911.6 GF= 922. 5 914. 5 FBWO 914.0 GF= 924. 5 916.5 FBWO 916.0 0+001+ 001+11. 46B L O C K 3 12' 12'12'12' 12'12'12'12' PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform. net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001. CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001. DWG SITE PLAN SOUTH C2.1B NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S. F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. 7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337, 142 125, 374 211, 768 S. F.S. F.S. F.7. 74 Ac) IMPERVIOUS PROPOSED ( WEST LOT):TOTAL PERVIOUS EXISTING (WEST LOT):337,142 0 337,142 S.F. S.F.S.F.100.0%37.2%62.8%100.0%0.0%100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF- WAY.THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.2.3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612. 252. 9070.1.LEGEND 2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119, 239 45, 382 73, 857 S. F.S. F.S. F.2. 74 Ac) IMPERVIOUS PROPOSED ( SOUTH LOT): TOTAL PERVIOUS EXISTING ( SOUTH LOT):119, 2390 119, 239 S. F.S.F. S.F.100. 0%38.1%61. 9%100.0% 0.0%100.0% PRIVATE DRIVE 14'TO BACK 14'TO BACK 2 %2 %SURMOUNTABLE CONCRETE CURB DRAIN TILEDRAIN TILE 1.5 : 1344 STS>> STS>> STS>>STS>> STS>>STS>> STS>>STS>>STS>>STS>> STS>> STSSTS>> STS>> STS>>STS>> STS>>STS STS STS>> STS>>STS>> 2+003+ 004+00 5+00 6+007+007+37. 87STS>>STS>> STS>>STS STS STS>> STS>>STS>> STS>>STS>>STS>>STS>> STS STS>> STS>>STS>> STS>> STS >>STS>> STS>>0+ 00 1+ 002+003+ 004+ 005+ 00STS>>STS>> STS>> STS2+ 003+ 004+ 00 5+ 006+ 007+ 007+ 37. 87933. 43. 0% 2. 0%934. 62. 0% L. P. 935. 91H. P.2. 3% 931. 74932. 07930. 42928. 78923. 94. 8% 3. 0% 13. 4%2. 0% 2. 0% 936.102. 0% 2. 0% 934. 925. 4% 932. 37932. 55934. 03931. 39931. 7933. 186. 1% 2. 3% 930. 13. 7% 6. 0% 0+ 00 1+ 002+ 003+ 004+ 005+ 00931. 34931. 95929. 86930. 47935. 15. 4%926. 01928.34925. 07930. 8929. 08931.69933.41934. 32934.98922. 46923.98926. 14 935.56930. 11932.43933.82934.55935.21935.63935.73933.14933.99934.80922.89924.674.1%3.0% 3.7%925.02.0%922.46914.98915.82916. 63917.43919.08921. 29923.62922.6510. 0%925.0925. 5925.0924. 54924.67926. 46925.6924. 8925.25924. 3923.9L. P.923921 920917922924 915910911908912920919 902904896898901904919915919919920916921.30935. 1933.80933.80933. 0933.0931. 8931. 8931.1929. 0931.3928.06933. 002.0% 2. 0%931. 0926.02.8% 924.0924. 34925. 112.0% H.P.925. 5933.873. 0% 933.3932. 653.0%929. 7924.0921. 7511. 0%921. 75919.646.8% 935.7914. 3392 0 92491 1904 923 9259289 1 8 9 2 2 925925926925922 928930932920916 92 1 914 92 0 92 2 921915 920919917925 921925 926925 911 923 921 924 924 920 922 920 923930929925 925 923 928 921 924 930 934933 934 934 935 934931925 922 93 5927 925 924 922 924 934935 935 936 939 9399 3 7 93 6 936936 926930934924 926 930 935934 933932924 924 9 2 6 9 3 2 9329 29 931928925924930928 929924925 926926 9 3 1 930928929924 926 933933940 938939 935934940914915916918 920 MILLS DRIVEPRIVATE DRIVE NW 2+003+004+ 00 5+00 6+007+007+ 37.87PRIVATE DRIVE S. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.%6.9%4. 2%4.5%3.5%3.04. 8 6. 0 5. 1 5. 3%5.1% 5.0%4. 2%4. 8%4. 7%4.3%5.1%5.1%5.2%5.1% 5.3%5.8%6.3%7.7% 7.2%8.5%8.0%3.0 6.6 6.7 6.0 5.3 0+ 00 1+002+003+004+ 005+00DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE) SOG926.3GF=928.8929. 1 (FFE)SOG928.6GF=930.8931. 1 (FFE)SOG930. 6GF= 927. 1919. 8FBWO919. 3GF=926. 6919.3FBWO918. 8GF=924.5917. 2FBWO916.7GF= 922.9915.6FBWO915.1GF= 921.8914.5FBWO914.0GF= 914.8906.8FBWO906. 3GF=915. 6907.6FBWO907.1GF= 916.5908.5FBWO908.0GF= 917.2909. 2FBWO908. 7GF=918.0910. 0FBWO909.5GF=920.1912.1FBWO911.6GF=922. 5914.5FBWO914.0GF=924.5916.5FBWO916.0GF= 930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927. 8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927. 2 FBWO 926.7 GF=931.8 931.2(FFE)SOG 931.6 GF=933.6 926.3 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=929.6 922.3 FBWO 921.8 2.7%3.2% 3.3%3. 4%3.1%3.8%3.5%4.8%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXX XXXIE=926.9(E)IE=926.8( NE) B- 4B- 5B- 8B- 13B- 14B- 25B- 26B- 30WETLAND # 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK ( TYP)BLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEKOVERLAY DISTRICTBLUFF CREEK BLVD.PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001.DWG GRADING, DRAINAGE, PAVING EROSION CONTROL PLAN - OVERALL C3.1 NORTH 0 50 100 T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable.Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops.13.14.15.16.17.18.19.20. 21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion ControlBlanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number SodMNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100lb./ ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct345 933.43. 0%2. 0%934.62.0% L.P.935.91H. P.2. 3%931. 74932.07930. 42928.78923.94.8% 3.0% 13.4% 2.0% 2.0% 936. 102. 0%2. 0% 934. 925. 4% 932. 37932. 55934.03931. 39931. 7933. 186. 1% 2. 3% 930. 13. 7%6. 0% 931. 34931. 95929. 86930. 47935. 15. 4% 926. 01928. 34925. 07930. 8929. 08931. 69933. 41934. 32934. 98922. 46923. 98926.14 935. 56930. 11932. 43933.82934. 55935. 21935. 63935. 73933. 14933. 99934. 80922. 89924. 674. 1% 3. 0% 3. 7% 925. 02. 0% 922. 4610. 0% 925. 0925. 5925. 0924. 54924. 67926. 46925. 6924. 8925. 25924. 3923. 9L. P. 921.30935. 1933.80933. 80933. 0933.0931. 8931.8931. 1929.0931. 3928.06933. 002.0% 2.0%931.0926. 02. 8% 924. 0924. 34925. 112.0%H. P.925. 5933.873. 0%933. 3932.653. 0%929.7924.0921.7511. 0%921.75919.646.8%935. 792 0 9249119049239259289189 2 2 925925926925922 928930932920916 92 1 914 92 0 9 2 2 921915 920919917925 921925 926925 911 923 921 924 924 920 922 920 923930929925 925 923 928 921 924 930934933 934934 935 934931925 922 93 5927 925 924 922 924 934935 935 936 939 9399 3 7 93 6 936936 926930934924 926 930 935934 933932924 924 9 2 6 9 3 2 932929 931928925924930928 929924925 926926 9 3 1 930928929924 926 933933940 938939 935934940STS>> STS>>STS>> STS>> STSSTS>>STS>> STS >>STS>>STS>> STS>>STS>> STS>> STS>>STS>> STS>>>>STS>>0+ 00 1+ 00 2+00 3+00 4+ 005+006+ 006+ 95.16STS>> STS>>STS>>STS>> STS STS STS>> STS>>STS>> STS STS>>STS>> STS>>STS>>STS STS>> STS>>STS>> STS>>STS >>STS>> STS>>STS>> STS>> STS>>MILLS DRIVEPRIVATE DRIVE NW 0+00 1+ 00 2+00 3+00 4+ 005+006+006+ 95. 16DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.%6.9% 4. 2%4. 5%3.5% 3.0 4. 8 6.0 5.1 5. 3%5. 1% 5.0% 4.2%4. 8%4. 7% 4.3% 5. 1% 5.1%5. 2%5.1%5.3%5.8%6. 3% 7. 7%7.2%8.5% 8.0%3.0 6. 6 6. 7 6.0 5.3 GF=926. 5926. 8 ( FFE) SOG926. 3GF= 928. 8929.1 (FFE)SOG928.6GF=930. 8931. 1 ( FFE) SOG930.6GF=927.1919.8FBWO919.3GF= 926. 6919. 3FBWO918. 8GF=924. 5917.2FBWO916. 7GF= 922. 9915.6FBWO915.1GF= 921.8914.5FBWO914. 0GF=930. 6 923. 3 FBWO 922.8 GF=932.9 925.6 FBWO 925. 1 GF=934.3 927.0 FBWO 926. 5 GF=935.7 930.2 FBWO 929.7 GF= 935.1 927.8 FBWO 927. 3 GF= 936.1 928.8 FBWO 928. 3 GF=936. 2 928.9 FBWO 928.4 GF=936. 2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926. 7 GF=931.8 931.2( FFE)SOG 931. 6 GF= 933. 6 926.3 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=936.3936.6(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=929.6 922.3 FBWO 921.8 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXXXXXXCBRE=924.8IE=920.7>>>>CB RE=912.8 B-4B-13B-30WETLAND #320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK ( TYP)AVIENDA P A R K W A Y 13 14 15 16 17 18 19 20 21 22 23 1 2 3 45678 B L O C K 2 1234567 8 9 10 11 12 B L O C K 1 24 99 9 B L O C K 1 24 24 2324 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001A. DWG GRADING, DRAINAGE, PAVING EROSION CONTROL PLAN - NORTH C3.1A NORTH 0 40 80SEE SHEET C3.1BT/W XXX. XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable.Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 13.14.15.16.17.18.19.20.21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 MNDOT Type 3N (12 mo.) 4N (24 mo.))Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8. 9. 10. 11. 12. Dry Cast Concrete Segmental RetainingWall. Color to be determined by Owner or Architect. Provide structural design of retainingwalls, following MNDOT Retaining Wall specifications for minimum design and performance.Provide construction of walls in accordance with approved design.Confirm architectural requirements for wall units with owner.Submit designto City for approval prior to Building Permit issuance. Provide346 STS >>STS >>STS >>STS >>STS MH-15 RIM: 921.36 INV: 902.84 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 MH-13 RIM: 914.86 INL (W): 901.46 INV: 901.56 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 MH-11 RIM: 913.56 INL (W): 900.59 INV: 900.69 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 SAN STUB B INL (S): 899.76 PRIVATE DRIVE S. DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP1FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. 1 2 3 4 5 6 7 8 9 9 GF= 91 4 8 906.8 FBWO 906.3 GF=915.6 907.6 FBWO 907.1 GF=916.5 908.5 FBWO 908.0 GF=917.2 909.2 FBWO 908.7 GF=918.0 910.0 FBWO 909.5 GF=920.1 912.1 FBWO 911.6 GF=922. 5 914. 5 FBWO 914.0 GF= 924. 5 916.5 FBWO 916. 0 0+001+001+11. 462.7%3. 2%3. 3% 3.4% 3.1% 3.8% 3.5% 4.8%B L O C K 3 B-8 B-25 B- 26 B- 27 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK TYP) BLUFF CREEK BLV D BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD. 0+ 001+ 00 2+ 00 3+ 00 4+ 00 5+ 00 6+ 00 7+ 00 914.98915. 82916.63917. 43919.08921. 29923. 62922. 65923 9219209 1 7 9 2 2 924915 910911 908 912920919 902 904 896 898 901 904 919 915 919 919920 916 914.330+001+001+11.46BP: 0+ 00.00 EP: 1+11.46 916 917 9 1 5 9 1 6 9 1 5 91 4 9 1 4 915 91 6918920 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612- 252-9070 Fax: 612-252- 9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001. CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301BSCD001.DWG GRADING, DRAINAGE, PAVING EROSION CONTROL PLAN - SOUTH C3. 1B NORTH 0 40 80 SEE SHEET C3.1A T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/ 12/2017, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable.Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21- 111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25- 151 @ 120 lb./ ac. - Permanent Turf Mulch MNDOT 3882 MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control Blanket MNDOT 3885 MNDOT Type 3N (12 mo.) 4N (24 mo.))Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10. 11.12.Dry Cast Concrete Segmental Retaining Wall. Color to be determined by Owner or Architect. Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance.Provide construction of walls in accordance with approved design. Confirm architectural requirements for wall units with owner.Submit design to City for approval prior to Building Permit issuance.Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall.31.32.33.34. 35.Spot elevations at curblines indicate flowlines unless noted otherwise. See sheet C4.2 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot elevations shall govern over contour lines.Meet and match existing curb. Provide 10 foot transition.Paving sections a.Bituminous Paving Refer to city of Chanhassen detail plate NO. 5201 b.Concrete Walkways Refer to City of Chanhassen detail plate NO. 5214 c.Concrete Drives, Aprons, and Exterior Slabs Refer to City of Chanhassen detail plate NO. 5207 c.Bituminous Walkways Refer to City of Chanhassen detail plate NO. 5216 Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows: a. Tooled joints: Divide panelsintonominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Adjustall structure rims to match pavement elevations.28. 29. 30.347 SSMH RE=937.7 IE=925.9(W) XXXX WETLAND #30+ 00 1+00 1+11. 46 SAN> SAN> SAN> SAN> SAN> SAN> SAN>SAN> SAN>SAN > SAN > SAN > SAN >SAN >SAN>SAN> SAN>SAN> SAN>SAN >SAN> SAN> SAN>SAN> SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SAN> SAN> SAN> SAN>> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>>STS>> STS>> STS>> STS>> STS>> STS>> STS>>>>STS STS>>STS>> STS>> STS>>STS>>STS>> STS>>STS>> SAN>SAN>SAN>SAN> SAN> SAN>SAN>SAN> SAN> 1+002+003+004+ 00 5+006+007+ 007+37.870+00 1+ 002+ 003+ 00 4+ 005+ 006+006+95.16STS>>STS>>STS STS>> STS>> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN>SAN> STS >>0+ 00 1+ 002+003+004+ 005+006+007+ 00STS>>STS>> STS>>STS>> STS>> STS>>B L O C K 224 9PRIVATE DRIVE NW BLUFF CREEK BOULEVARDB L U F F C R E E K B O U L E V A R D 24 8 BLOCK 1 9 10 11 12 24 7 6 5 4 23 3 2 1 BLOCK 1 13 14 15 16 24 17 18 19 12 20 21 22 23 AVIENDA PARK W A Y MILLS DRIVE8 7 6 5 4 9 3 2 1 9 B L O C K 3 3 2 1 9 4 5 6 7 8 9 PROGRESS SETCITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001. DWG UTILITIES OVERALL C4.1 NORTH 0 60 120 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy.Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracker wire with all non-conductive utilities per city specifications.Connect to city utilities in accordance with City of Chanhassen standards.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures.Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and348 SSMH RE=937.7 IE=925.9(W) XXXX IE.= 876. 67SAN> SAN> SAN> SAN>SAN >SAN >SAN > SAN >SAN >SAN> SAN>SAN>SAN>SAN> SAN>SAN>SAN>SAN> SAN>SAN>SAN> STS>>STS>>STSSTS>>STS>> STS>>STS>>STS>> STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS>>STS>>STS>> STS>>>>SAN MH 41-040 RIM: 925. 62 INL (E): 900.77 INL (S): 912.10 INV: 894. 79 SAN MH 41- 041 RIM: 923.08 INL (SE): 901.48 INV: 901. 38SAN MH 41- 034 RIM: 909.72 INL ( SE): 890.59 INV: 890.69 30' - 8" PVC @ 0. 50%SAN>SAN> SAN>SAN>SAN> SAN> SAN>SAN>SAN>1+002+ 003+004+00 5+00 6+007+007+37. 870+00 1+ 00 2+00 3+ 00 4+ 005+006+006+ 95.16STS>>MH-1 STS>>STS STS>> STS>>STS >> STS>>STS>> MH-1 RIM: 934.93 INL ( S): 913.99 INV: 913.89 48" DIA R- 1642 PER CITY DETAIL PLATE NO: 2101 64' - 8 P V C @ 0 5 0 328' - 8" PVC @ 0.50% SAN STUB A INL (S): 912. 25 MH 2 RIM: 934. 99 INL (SE): 914. 41 INV: 914. 31 48" DIA R- 1642 PER CITY DETAIL PLATENO: 2101 54' - 8" P V C @ 0.5 0 MH 3 RIM: 933.90 INL (S): 914.78 INV: 914.6848" DIA R- 1642 PER CITY DETAIL PLATE NO: 2101 160' - 8" PVC @ 0.50% MH 4 RIM: 930.78 INL ( SE): 915. 68 INV: 915. 58 48" DIA R- 1642 PER CITY DETAIL PLATE NO: 210149' - 8" PVC @ 0.50 MH 5 RIM: 928.54 INL ( E): 916.02 INV: 915. 92 48" DIAR-1642 PER CITY DETAIL PLATE NO: 210195' - 8" PVC @ 0. 50%MH 6 RIM: 924. 63 INV: 916.50 48" DIA R- 1642 PER CITY DETAIL PLATE NO: 2101 B L O C K 2249PRIVATE DRIVE NW 24 8 BLOCK 1 9 10 11 12 24 7 6 5 4 23 3 2 1 BLOCK 1 13 14 15 16 24 17 18 19 12 20 21 22 23 AVIENDA PARK W A Y MILLS DRIVE8 7 6 5 4 9 3 2 1 9 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform. net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWG UTILITIES NORTH C4. 1A GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy.Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracker wire with all non-conductive utilities per city specifications.Connect to city utilities in accordance with City of Chanhassen standards.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures.Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas.Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x.Reserved.Reserved.Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor ( ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact349 0+ 001+ 001+ 11.46SAN> SAN>SAN> SAN> SAN> SAN> SAN>SAN>SAN>>SAN>SAN> SAN> SAN> SAN> SAN SAN SAN> SAN> SAN>SAN>SAN> SAN>SAN> SAN>SAN >SAN >SAN > SAN >SAN SAN SAN SAN >SAN > SAN >0+ 001+00 2+ 00 3+00 4+00 5+00 6+00 7+ 00 7+77. 49 STS >> STS >>STS >> STS >>STS >>MH- 15 RIM: 921. 36 INV: 902.84 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 276' - 8" PVC @ 0.50% MH-13 RIM: 914.86 INL (W): 901. 46 INV: 901.5648" DIA R-1642PER CITY DETAIL PLATE NO: 2101 194' - 8" P V C @ 0 5 0 MH-11 RIM: 913.56 INL (W): 900. 59 INV: 900.69 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 170' - 8" PVC @ 0.50% MH-10 RIM: 900.53 INL (W): 899. 84 INV: 899. 94 48" DIA R- 1642 PERCITYDETAILPLATE NO: 210136' - 8" PVC@ 0.50% SAN STUB B INL ( S): 899. 76 BLUFF CRE E K BOULEVARD BLUFF CREEK BOULEVARDB L O C K 332194 56789PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001. CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWGUTILITIES SOUTH C4.1B GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy.Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracker wire with all non-conductive utilities per city specifications.Connect to city utilities in accordance with City of Chanhassen standards.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x.Reserved. Reserved.Reserved.Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density ( ASTM D1557). Maintain 7. 5' cover on watermain 2.3.4. 5.350 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 2 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 12 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B BENI 8 Betula nigra River Birch 60`H x 50`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 13 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 5 Ulmus x `Morton Accolade` TM American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 5 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 44 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 26 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B FFE=923.0FFE=922.0FFE=915.0FFE=923.0FFE=922.0FFE=915.0MILLSDRIVE131415161718192021222312345678BLOCK2123456789101112249991234567899BLOCK124242423BLOCK3BLOCK1SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN >SANSAN >SAN >SAN>SAN>SAN >SAN >SAN>SAN>SAN >SAN>SAN>SAN >SAN >SAN>SAN>SANSAN>SAN >SANSAN>SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN>SANSAN >SAN>SANSAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN>SANSANSAN>SAN >SANSAN>SANSAN >SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN>SAN>SAN >SAN>SAN >SANSAN>SAN>SAN>SAN >SAN>SAN>SAN >SAN>SAN>SAN >SAN >SAN>SAN >SAN >SAN>SANSAN >SAN >SANSAN >SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN >SAN>SAN>SAN >SANSAN>SAN >SANSAN>SANSAN >SAN>SAN >SAN >SAN >SAN>SANSAN >SAN>SANSANSAN>SAN>SANSAN >SAN>SAN>SAN 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PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT AVIENDA PARKWAY 1314151617181920123456789101112B L O CK 1242423STS>> STS>> STS STS>> STS>> STS STS STS>> STS STS STS STS>> STS STS STS>> STS STS>> STS>> STS STS>> STS>> STS>> STS STS>> STS>> STS STS>> STS>> STS STS STS>> STS>> STS>> STS STS>> STS STS>> STSSTS STS>> STS STS>> STS STS STS 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STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS STS STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS STS STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS STS STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS STS STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS 30'SITE TRIANGLE 2) TILG 1) ACGM 3) BENI 2) BENI(2) AFJ3(3) ULMO 2) ULMO 3) AFJ3 3) TILG 2) BENI 1) BENI 5) THTE 2) CORE 2) PIDE8 3) PIDE6 3) CORE 3) THTE 3) THTE 3) CORE 4) THTE 3) PIDE6 3) CORE(3) THTE(2) PIDE8 5) PIDE6(3) PIDE8( 2) PIDE6 1) PIDE6 1) PIGL( 1) PIDE8 1) PIDE6( 1) PIGL 1) PIDE6 1) PIDE8 1) PIGL 1) PIDE8 1) CORE 3) THTE 5) PHYS 3) CORE 5) VITR 5) MIPU5) MIPU 3) VITR 3) CORE 3) VITR (4) PHYS (3) THTE352 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT MILLS DRIVE2021222312345678B L O C K 224999SAN>STS>>STS 30'SITE TRIANGLE AVIENDA PARK W A Y FEATURE PLANT BED(3) PHYS 4) MIPU 3) VITR (3) CORE 2) PHYS 2) THTE 5) MIPU 1) VITR 3) TILG 2) TILG 1) GYDI 3) AFJ3 2) GYDI 2) TILG 1) ACGM 1) PIDE6 1) PIDE8(1) PIDE8 1) PIDE6(1) PIDE8(1) PIGL(1) PIDE8 1) PIDE6(1) PIGL 3) THTE 3) CORE 2) PIDE6 (2) CORE (3) PIDE6 (3) CORE (3) THTE 2) PIDE6 (2) PIDE6 (4) CORE (2) PIDE6 3) CORE 3) VITR (2) THTE 1) CORE 4) VITR 7) MIPU 3) THTE (6) PHYS 3) VITR 2) CORE 3) THTE 5) MIPU 4) VITR PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L203SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH 'B'L2.3 NORTH 0 30 60 Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (MNDOT 25-141) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7.8. 9.10. 11.12.13.14.15.16.17.GENERAL NOTES LANDSCAPE NOTES Forconstruction Staking and Surveying services contact Landform at 612.252.9070. 1.353 FFE=915.0FFE=915.0914. 98915.82916.63917.43919. 08921.29923.62922.65914. 330+ 001+ 001+11.46BP: 0+ 00. 00 EP: 1+ 11.46 1 2 3 4 5 6 7 8 9 9 B L O C K 3 FEAT U R E PL A NT BE D FEAT U R E P L A N T B E D 1) PIDE6 ( 2) PIDE8 2) CORE 2) PIDE6 1) PIDE8 1) PIDE8 2) PIDE6 2) CORE 1) AFJ3 7) MASS 2) PIDE6 3) PIDE8 2) PIDE6 1) PIDE85) THTY 3) MASS 3) VITR 6) MIPU 2) PIDE6 1) PIDE8( 1) MASS 4) PHYS 2) MASS1) PIDE81) PIDE6 1) PHYS 1) MASS 6) MIPU5) PHYS( 3) VITR( 1) PIDE6 1) PIDE8 1) PIDE6 1) PIDE8(2) MASS 5) PHYS 5) MIPU 5) VITR 3) MASS 2) AFJ3 ( 3) PHYS 4) MIPU ( 3) VITR 9) ASCH 8) CAKF 9) ASCH 2) VITR 1) TILG 1) AFJ3 BLUFF CREE K B L V D BLUFF CREE K B L V D DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.AFJ3 4 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 12 Picea glauca `Densata` Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis ` Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.MASS 19 Malus x `Spring Snow`Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 4 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 18 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT VITR 16 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in White Chinese Astilbe 1. 5` H x 1.5W # 1 Cont.POT PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001. CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L204SCD001.DWG ENLARGED LANDSCAPE PLAN - SOUTH L2.4 NORTH 0 30 60 Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation.13.14.15.16.17.Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (MNDOT 25-141) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging ( Black Diamond or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil.2. 3.4. 5.6.7.8.9.10.11.12.GENERAL NOTES LANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612. 252.354 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE 40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREEPLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR ( 4") INCHES MAX. SHREDDED HARDWOOD MULCH SEE PLANS)1 TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FORPLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/ 3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE 40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE ( 1) PER WIRE 8' STEEL STAKE.PLACE TWO (2) INCHES FROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES:NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR ( 4") INCHES SHREDDED HARDWOOD MULCH 2 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL.NOTES:TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL ( SEE PLANS)NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH ( SEE PLANS)EDGING ( SEE PLANS)3 12"6" MIN.MIN.SPACING VARIES SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE PERENNIAL PLANTING 18" MIN.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.EXISTING SUBGRADE BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED.SEE PLANS) REFER TO LANDSCAPE PLAN( S) FOR GROUNDCOVER OUTSIDE PLANTING BED EDGING MULCH CREATE SAUCER AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED 4 IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NOTES:NO SCALE STEEP SLOPE PLANTING SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.EDGE CONDITION VARIES SEE PLANS)EDGING ( SEE PLANS)PLANTING SOIL SEE PLANS)MULCH (SEE PLANS)ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTEREDONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE EXISTING SUBGRADE ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT 3X WIDTH OF ROOT BALL SECTION SECTION PLAN VIEW SECTION VIEW ROUND- TOPPED BERM ROOT BALL EDGE SLOPE5 L701SCD001.355 76356 77357 78358 79359 80360 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY September 27, 2021 City of Chanhassen c/o Kate Aanenson, AICP Community Development Director 952-227-1139 kaanenson@ci.chanhassen.mn.us Re: Development / Access Review Comments: Preliminary and Final Plat for Avienda Townhomes at Parcel IDs 250230500, 250230430, 250230420, 250230410, 250230300 – Located adjacent to CSAH 18 (Lyman Blvd.) and CSAH 17 (Powers Blvd.) Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, and other official controls of the County, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project. 1. The original comments and conditions of approval from County Public Works memo regarding this development dated May 9, 2018 apply (attached for reference). The comments and conditions below supplement that memo and are in reference to specific new Preliminary and Final Plat items. 2. Regarding Access to County Highways a. CSAH 18 (Lyman Blvd.)/Sunset Trail intersection – i. The County’s Access Spacing Map in the 2040 Comprehensive Plan (Figure 4.14) identifies this segment of CSAH 18 as Category 5B, which guides full access intersection spacing at ¼ mile intervals and secondary (limited) intersection spacing at 1/8 mile intervals. The distance to the proposed access meets the spacing guidance for a full access: approximately ¼ mile from the CSAH 18/CSAH 17 intersection and approximately 0.4 miles from the CSAH 18/Audubon Rd. intersection. ii. A Commercial/Street Access Permit will be required for this access. The County requires review of detailed intersection geometric design plans as part of access permit approval. Specific design, right of way, and intersection improvement requirements at developer/City expense for this access are identified in the May 9, 2018 memo in Comments/Conditions 6-11 and include but are not limited to the conditions below. 1. State the number of lanes including turn lanes on each approach to CSAH 18, with lanes being 12 ft. in width unless otherwise approved 81361 by the County. 2. The intersection needs infrastructure for the future traffic signal planned for and included where appropriate. 3. The profile grade of the city street approaches should be 2% or less, unless approved by the County staff. 4. The intersection shall be designed to accommodate expected truck turning movements. 5. Pedestrian walkways and trails shall be to ADA standards. 6. Final geometrics, traffic signal modifications, and grades will be as approved by the County. b. CSAH 17 (Powers Blvd.)/Highway 212 Ramp/Bluff Creek Blvd. intersection – i. The County’s Access Spacing Map in the 2040 Comprehensive Plan (Figure 4.14) identifies this segment of CSAH 17 as Category 5B, which guides full access intersection spacing at ¼ mile intervals and secondary (limited) intersection spacing at 1/8 mile intervals. The distance to the proposed access meets the spacing guidance for a full access: approximately ¼ mile from the CSAH 18/CSAH 17 intersection and approximately 0.3 miles from the CSAH 17/Highway 212 south ramp intersection. ii. A Commercial/Street Access Permit will be required for this access. The County requires review of detailed intersection geometric design plans as part of access permit approval. Specific design, right of way, and intersection improvement requirements at developer/City expense for this access are identified in the May 9, 2018 memo in Comments/Conditions #2 4 and include but are not limited to the conditions below. Additional permitting and approval may be required by MnDOT for this access. 1. State the number of lanes including turn lanes on each approach to CSAH 17, with lanes being 12 ft. in width unless otherwise approved by the County. 2. The intersection needs infrastructure for the current traffic signal included where appropriate. 3. The profile grade of the city street approaches should be 2% or less, unless approved by the County staff. 4. The intersection shall be designed to accommodate expected truck turning movements. 5. Pedestrian walkways and trails shall be to ADA standards. 6. Final geometrics, traffic signal modifications and grades will be as approved by the County. 82362 3. Regarding Right of Way a. CSAH 18 (Lyman Blvd.) and CSAH 17 (Powers Blvd.) at this location are 4-lane divided urban roadway facilities with a trail on one side. The right of way for this development was previously dedicated as part of the original final plat and appears to meet the right of way guidance for consistency with the County’s 2040 Comprehensive Plan (Figure B.6), to be confirmed by final County Surveyor review and approval. 4. Regarding Stormwater a. Provide a summary of the overall drainage flows and changes towards CSAH 18 Lyman Blvd.) and CSAH 17 (Powers Blvd.). Confirm no adverse impact to drainage directed towards County right of way prior to final plat approval. 5. Regarding Required Permits a. Prior to any work affecting or on County highways or in County right of way (none currently proposed), the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. i. A grading permit is required for grading in the County right of way. Final grading plans shall be provided to the County prior to permit approval. b. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are the County’s comments at this time. If you have any questions or need further assistance, please contact staff noted below: Joan Guthmiller Administrative Technician Carver County Public Works 952.466.5201 jguthmiller@co.carver.mn.us Angie Stenson AICP Sr. Transportation Planner Carver County Public Works 952.466.5273 astenson@co.carver.mn.us Dan McCormick, P.E. PTOE Traffic Services Supervisor Carver County Public Works 952.466.5208 dmccormick@co.carver.mn.us 83363 Carver County Public Works 11360 Highway 212,Suite 1 Cologne,MN 55322 Office 952)466 5200 Fax 952)466 5223 www.co.carver.mn.us CARVER COUNTY May 9, 2018 City of Chanhassen c/o Paul Oehme Director of Public Works/City Engineer 952-227-1169 poehme@ci.chanhassen.mn.us Re: Development/Access Review Comments: Avienda – Progress Set Plans dated 4.25.2018 (Preliminary Plans) – CSAH 18/Lyman Blvd and CSAH 17/Powers Blvd/ US 212 Thank you for the opportunity to review the subject development plans in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. As an overall comment, prior to the next stage of plans and plat / site plans approval, the County would like to review and approve plans of detailed intersection and related segment geometric design plans with phasing and planned implementation steps and schedules. If the opportunity is not allowed for a reasonable review of such, this could lead to delays in the permitting process and potential major revisions to plans and right of way. The County is available to meet on project management or design meetings. 2. Plans for Bluff Creek Blvd at and from CSAH 17 / Powers Blvd look adequate as long as 2- lanes are maintained on the ingress side to the local roundabout, and 3-lanes are maintained on the egress side to Powers Blvd and the traffic signal intersection there. The exact width for the ingress should be a minimum of 28-ft face-to-face and preferably closer to 30-ft to accept dual LTs in. A cross-section detail should be provided for Bluff Creek Blvd as well as a plan and profile showing the vertical profile from the center-line of Powers Blvd to the internal roundabout. 3. As a note, the geometric design of the internal (City) roundabout (ICD=125 ft) could be (or should be) improved—contact the County if the City would like additional feedback. 4. The Bluff Creek Blvd connection to the existing traffic signal at Powers Blvd/ CSAH 17 and US 212 will require traffic signal modifications and upgrades. Some form of contract / permit and surety with the County will be required for design, construction, re-timing / re- programming, and final inspection for the traffic signal and roadway approach and loop detection facilities. Striping and restriping of lanes and/or crosswalks may be needed to be incorporated into the project. The modification of the existing pedestrian push buttons / APS system may also be needed. Please contact the County and MnDOT to set up a scoping and design meeting. In addition, an intersection detail and traffic signal layout and wiring plan 84364 will be required to update the current record traffic signal plan. 5. The intersection of Sunset Trail / Lyman Blvd will need to be reviewed in detail for intersection control alternatives. Intersection traffic operations at this location are a concern and it may be that access needs to be restricted to right-in / right-out until such time that higher order intersection facilities are available and/or provided for. 6. The proposed cross-section of Sunset Trail from Lyman Blvd (CSAH 18) to the south will need to be widened five (5) feet to account for this access condition as well as for two turn lanes out and enough space for truck turning movements in. The cross-section should be 22- ft in; and 27-ft out (10-17-ft). A cross-section detail should be provided for Bluff Creek Blvd as well as a plan and profile showing the vertical profile and alignment plan from the development’s internal street intersection to the far side of Lyman Blvd intersection, to include the existing street on the north side of the intersection. Further changes to Sunset Trail and its alignment may be required. 7. A full right of way intersection detail of the Sunset Trail and Lyman Blvd will need to be provided to show plans for a future traffic signal layout, wiring, loop detection, and corridor interconnection plan. In addition, numerous utilities are in place in the NW quadrant and some are being looked at to be relocated, such that a utility plan may also be required. Pedestrian ramps and other improvements will be required including pedestrian push buttons APS systems. In addition, intersection lighting will need to be reviewed and included if not adequate as determined by the County. Contract / permit and surety with the County will be required for design, construction, and final inspection for the intersection connection, and if approved traffic signal and roadway approach facilities. Striping and restriping of lanes and/or crosswalks may be needed to be incorporated into the project. 8. The proposed vertical profile of Sunset Trail from Lyman Blvd (CSAH 18) to the south looks overly steep and will need to be revised to provide 100-feet of 2% max profile and match to the existing Lyman Blvd grade. A check for future loops and/or video camera signal detection may also be required. 9. The contour and grading of the site will need to factor in additional roadway width to include a right turn lane from Lyman Blvd to Powers Blvd. with the existing right turn lane converting to a through lane in future plans. The plat and the separate site plans’ final grading plans and right of way along both CSAH 18 and CSAH 17 will need to be reviewed and approved to show how this is set up for the planned future CSAH 18 future plans. Prior to next stage grading and plat approval, the County would like to review and approve an exhibit drawing showing a cross section of Lyman Blvd on both ends of the plat edges. The cross sections would show the future road improvements and how these improvements might affect the subject lots and any other plat or lot proposed improvements. The two cross sections should be referenced to a plan view at 1:40 scale from center of existing ROW and existing grade, with notes on proposed grades for the roadway and subject lots. 10. The field entrance on the south side of Lyman Blvd approximately 400 ft. east of Sunset Trail must be removed and replaced with full B curb. 11. As part of our review of the preliminary plans, the following are also noted: the City stubbed in a new water main at the SW quadrant of Powers Blvd and Lyman Blvd (NE quadrant of 85365 the property). County has fiber conduit and vaults along the south side of Lyman Blvd the entire length of this property. Utility plan shows the casing outside of the roadway on Sunset Trail. Proposed grading plans and utility plans will need further review to show and resolve these conflicts. 12. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 13. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick@co.carver.mn.us or by phone at (952) 466-5208. Sincerely, Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works 86366 Aanenson, Kate From: Z Zhang <zhexinzhang@gmail.com> Sent: Friday, October 1, 2021 3:04 PM To: Aanenson, Kate Subject: Re: Avienda comments for Planning Commission and City Council Attachments: image001.png CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Kate, Thanks for the additional information. It sounds like the road paths are a done deal. Then my question is what's being planned to reduce non-residential traffic from the development? As for green space, I think I should have been more clear. I meant a park with playground requirement for the kids is missing from the plans. I do appreciate the woods being set aside. Thanks again, Zhexin On Fri, Oct 1, 2021, 2:50 PM Aanenson, Kate <kaanenson(a),ci.chanhassen.mn.us> wrote: Zhexin, I am in receipt of your email comments. The Master Plan for the Avienda has been in the works for 7 years. All of environmental and traffic assessments were studied over this time. The plan that is moving forward is consistent with the approval by the City Council in 2020.The Master plan for Avienda and the surrounding subdivision required that Bluff Creek Boulevard be built connecting Audubon Road to Powers Boulevard. The Bluff Creek Boulevard connection condition is also required by the MN Department of Transportation. The connection of Mills Boulevard was a condition of the Preserve at Bluff Creek Neighborhood because it provides better access for emergency services. There will be a connection from Lyman Boulevard to Bluff Creek Boulevard. Please see the approved over all master plan .https://www.ci.chanhassen.mn.us/1746/Avienda?fbclid=lwAR110U6K7ngHnDdQw1- evidjWemACMHVHBWh2gmct2nKjfiabAcde5XfGZo The city preserved 21 acres of woods (green space) as a part of the Final Plat that was approved earlier this summer. I will share your comments with the Planning Commission. Kate 1 367 Kathryn Aanenson, AICP Community Development Director CITY OF CHANHASSEN PH. 952.227.1139 FX. 952.227.1110 www.ci.chanhassen.mn.us rr From: Z Zhang <zhexinzhang@gmail.com> Sent: Friday, October 1, 2021 1:58 PM To: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us> Subject: Avienda comments for Planning Commission and City Council CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Kate, I hope you're having a good Friday. I have some questions and comments regarding the proposed Avienda Townhome discussion upcoming for the Planning Commission and City Council. Can you please pass them on? I am concerned about the high traffic that will now come through Bluff Creek Blvd. Please see attached image. Once connected, Bluff Creek Blvd (colored in green) will be the most direct path between points A and B (NE to SW). Also, it will be the path with the fewest number of eventual stoplights circled in red. And I believe the intersection of Pioneer Trail and Powers Blvd has a stop light planned). For those two reasons, there is real risk that drivers will opt not to use the "ring roads" around 2 368 this development (Lyman, Powers, Audubon, Pioneer colored in blue), and instead use Bluff Creek Blvd as the main path of travel. As you know, GPS navigation is highly prevalent these days and they are known to direct through-traffic into neighborhoods if it is the most direct route or have less use. A NY Times article showcases such a scenario, although I hope the circumstances are a little different than what we're facing(https://www.nytimes.com/2017/l2/24/nyregion/traffic-apps-gps- neighborhoods.html). What is being done to deter non-residential drivers from using Bluff Creek as the main access road for the new development? Are we looking into connecting Bluff Creek Blvd to Lyman instead, which would be the most drastic,but most effective in my opinion. At minimum, I'd like to see speed limits on Bluff Creek Blvd be limited down to 25,placing multiple speed bumps, and signage to ban through traffic. A park needs to be incorporated as part of the townhouse development. Where are the children of the families living there going to play? Chanhassen prides itself on its green space, and yet none is provided for these families. What is the need for connecting Mills St with the new townhomes? The concern is that there will be leakage" of non-residential traffic into the neighborhood with Mills St connected. Many neighbors in the Bluff Creek Neighborhood shares these concerns and we look forward to the city's response. Thank you, Zhexin Zhang 3 369 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on September 23, 2021, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing to consider a request for preliminary and final plat for 39 lots and three outlots for Avienda Townhomes, Outlots A and C,Avienda; Zoned Planned Unit Development (PUD); Planning Case No. 2021-22 to the persons named on attached Exhibit"A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 4rKim . M w' en, City C k Subscribed and sworn to before me thisa. day of e._..p-kr,(Ne-r-, 2021. JEAN M STECKLING Notary Public-Minnesota my conmvmon Brim Jan 31,2024 Notary Public 87370 irs? OW al Subject AEI 4./ 1111.1101 Area 11011111411 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one.This map is a compilation of records,information and data located in various city, county,state and federal offices and other sources regarding the area shown,and is to TAX NAME» be used for reference purposes only. The City does not warrant that the Geographic TAX ADD L1» Information System(GIS)Data used to prepare this map are error free,and the City does not represent that the GIS Data can be used for navigational, tracking or any other TAX_ADD_L2» purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes§466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages,and expressly waives all claims,and agrees to defend,indemnify,and hold harmless the City from any and all claims brought by User,its employees or agents,or third parties which arise out of the users access or use of data provided. 114 SW • war al our Subject Area 0411 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one.This map is a compilation of records,information and data located in various city, county,state and federal offices and other sources regarding the area shown,and is to be used for reference purposes only. The City does not warrant that the Geographic Information System(GIS)Data used to prepare this map are error free,and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the Next Record»«TAX NAME» depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes§466.03, Subd. 21 (2000),and the user of this map acknowledges TAX_ADD_L1» that the City shall not be liable for any damages, and expressly waives all claims,and TAX ADD L2» agrees to defend,indemnify,and hold harmless the City from any and all claims brought by User,its employees or agents,or third parties which arise out of the users access or use of data provided. 88371 mrpp a c }. o c a) ..n U) T. m C f-O T '0 t $ n N Ca.... O 0 N 0 C C L w (u m m E o a w aovamOOC7Lln > Y C 0 0 OH O a i o° oo° m3 me 0c c Q) C 0 .-. 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On October 5,2021,the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Level 7 Development LLC for preliminary plat approval of property into 39 lots and six outlots. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD-RC. 2. The property is guided in the Land Use Plan for Office or Regional Commercial. 3. The legal description of the property is: Outlots A and C, Avienda, Carver County, Minnesota. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven(7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Planned Unit Development RC District regulations; b. The proposed subdivision is consistent with all applicable City, County and regional plans including but not limited to the City's Comprehensive Plan and implements the following policies and goals: 1) Land Use: a) Encourage development within the MUSA, and support the planned and efficient expansion of the MUSA to increase the amount of developable land. b) Support low density residential development in appropriate areas of the community in such a manner as maintain the aesthetic of existing single-family areas,and to create new neighborhoods of similar character and quality. c) Transitions should be created between different land uses. 2) Housing: a)Provide housing opportunities for all residents,consistent with the identified community goals. b)The City will continue to provide alternate types of housing including smaller lot homes, townhouses, etc. that will supplement the conventional single-family homes. 378 c) Housing development methods such as PUDs, cluster development, and innovative site plans and building types,should be encouraged to conserve energy and resources for housing. 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; 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,Chapter 18,and Water, Sewers and Sewage Disposal,Chapter 19; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record;and 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. 5. The planning report#2021-22 dated October 5, 2021, prepared by Kate Aanenson, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Preliminary Plat subject to the conditions of approval in the staff report. ADOPTED by the Chanhassen Planning Commission this 5th day of October. 2021. CHANHASSEN PLANNING . 1 ISSION BY: n/ Mark von Oven,Vice Chairman 379 City Council Item October 25, 2021 Item Resolution 2021-XX: Consider Lease Program with Enterprise Fleet Management for City Fleet File No.N/A Item No: H.2 Agenda Section GENERAL BUSINESS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council Adopts a Resolution Approving a Lease Program with Enterprise Fleet Management for portions of the City Fleet." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Consider moving the City's light duty fleet to a leasing program through Enterprise Fleet Management rather than a purchase and hold model. Some highlights are included here and Staff will go over some more specifics during the Council meeting. Wong Nystrom with Enterprise will also be at the Council meeting to help answer any questions about the program. There are also some unique benefits of the leasing program at this particular time due to the state of the global supply chain and overall state of the vehicle industry that the City should consider when reviewing the leasing program proposal. BACKGROUND The city has a total fleet size of 90 licensed vehicles with 61 of those being considered light duty. For 380 the 61 light-duty vehicles, the average cost of ownership is as follows: Purchases $ 351,000/yr Maintenance $ 44,000/yr Fuel $ 67,000/yr TOTAL $ 462,000/yr Generally the City buys a vehicle on State Contract, operates and performs the maintenance on it for a period of time, and then sells the vehicle at auction when a replacement vehicle is purchased. For the light-duty fleet, the average life cycle of city vehicles has been approximately 14 years. DISCUSSION A different model for the light-duty fleet would be to lease. The average life cycle of a leased vehicle in this program is four years. The lease program offered by Enterprise Fleet Management is an Open End Lease, not a Closed End Lease. A Closed End Lease is what you typically think of when leasing a vehicle and it comes with mileage restrictions, set terms, charges for wear and tear, and no equity gained. An Open End Lease, however, is structured just as if the vehicle was purchased, and includes no set terms, no mileage restrictions, no wear and tear charges, and the City would get the equity when sold. Some added benefits, outside of Financial Sustainability (a Strategic Priority), include: Employee satisfaction (part of the Operational Excellence Strategic Priority) - new vehicles every four years likely will promote increased moral and relieves some minor daily frustrations City image (part of the Operational Excellence Strategic Priority) - a well-kept, up-to-date image will likely be observed by the public Safety (part of the Operational Excellence Strategic Priority) - newer vehicles inherently come with improved safety aspects, which not only helps with risk management but also with employee satisfaction Decreased maintenance tasks (part of the Asset Management Strategic Priority) - our mechanics can free up some of their time to better support the other vehicles and equipment in the fleet that tend to get pushed off due to workload Leveraging buying power (part of the Asset Management Strategic Priority) - Enterprise is the largest buyer of vehicles in the country. They receive priority when ordering vehicles. This provides the City with certainty that we'll receive our vehicles in a timely manner and on a schedule that we set. The Contract and the other Agreement documents are attached, all of which have been reviewed by the City Attorney. There is no term to the Agreement, meaning the City could cancel and go back to a purchase and hold model at any time. Enterprise reports having a 90% customer retention. Staff has reached out to other government agencies in the Enterprise program and the ones we've heard back from all indicate the program has been a success. The current Enterprise program does not support heavy duty or specialized vehicles at this time and so those will remain on a purchase and hold basis. Enterprise went through a rigorous Request For Proposal (RFP) process with Sourcewell, who represents public agencies nationwide. Their program was identified as the best value via the RFP process...the RFP and results are included as attachments. 381 The unique opportunities at this time are both due to vehicle production shortages. As it stands in the current environment, the City has little leverage in actually getting vehicles we need to order each year. We've already been delayed in our 2021 purchases due to the production issues and most buyers have already put in their 2022 orders. Moving ahead now allows us to get into the 2022 ordering window with Enterprise. In addition, the vehicle resale market is incredibly strong right now, and therefore moving ahead now and selling a large number of vehicles takes advantage of increased equity revenue. BUDGET The specific Chanhassen Fleet Analysis is attached. It shows that by utilizing this lease program, the City will save approximately $873,000 over the first ten (10) years, and then an approximate annual average savings of $18,600/year moving forward. The savings come primarily from the following: The vehicles are purchased via the State Contract and then sold an average of four (4) years later when they still have a large amount of resale value The vehicles will all be newer, which results in increased fuel economy The vehicles will all be under warranty, so the annual maintenance costs will be limited to minor things such as oil changes RECOMMENDATION Staff recommends moving forward with a leasing program through Enterprise Fleet Management. Staff further recommends moving forward quickly to take advantage of the unique opportunities at the present time. ATTACHMENTS City of Chanhassen Fleet Analysis 10.20 Resolution 21-XX Enterprise Fleet Leasing Program City of Chanhassen Fleet Profile Consignment Auction Agreement for Sale of Customer Owned Vehicles 2021 Company Owned Vehicle Service Agreement Government Credit Application Maintenance Agreement Master Equity Lease Agreement - Government Sourcewell Bid Results Sourcewell Solicitation Process 382 61 0.00%61 5,100 4.05 $28.40 14 $3.00 Annual Fiscal Year Fleet Size Annual Needs Owned Leased Purchase Lease* Equity (Owned) Equity (Leased)Maintenance Fuel Fleet Budget Net Cash Incl. Tax Average 61 5.0 61 0 240,760 0 43,920 66,664 351,344 0 351,344 '22 61 30 31 30 0 226,320 -205,500 0 32,543 60,107 113,470 237,874 351,344 '23 61 10 21 40 0 296,681 -143,550 0 28,750 57,921 239,803 111,541 351,344 '24 61 9 12 49 0 355,331 -125,600 0 25,337 55,954 311,023 40,322 351,344 '25 61 4 8 53 0 387,149 -51,100 -374,130 23,820 55,080 40,818 310,526 351,344 '26 61 37 0 61 0 441,257 -114,600 -129,154 20,786 53,331 271,621 79,723 351,344 '27 61 9 0 61 0 441,257 -145,699 20,786 53,331 369,676 -18,332 351,344 '28 61 11 0 61 0 441,257 -54,568 20,786 53,331 460,807 -109,463 351,344 '29 61 4 0 61 0 441,257 -477,668 20,786 53,331 37,707 313,637 351,344 '30 61 37 0 61 0 441,257 -109,363 20,786 53,331 406,011 -54,667 351,344 '31 61 8 0 61 0 441,257 -125,908 20,786 53,331 389,467 -38,123 351,344 YEAR 2022 2023 2024 2025 2026 Under-Utilized Lower average age of the fleet QTY 30 10 9 4 8 0 Est $ $6,850 $14,355 $13,956 $12,775 $14,325 $0 Resale of the aging fleet is significantly reduced TOTAL $205,500 $143,550 $125,600 $51,100 $114,600 $0 Reduce operating costs Newer vehicles have a significantly lower maintenance expense * Lease Rates are conservative estimates Newer vehicles have increased fuel efficiency with new technology implementations **Estimated Current Fleet Equity is based on the current fleet "sight unseen" and can be adjusted after physical inspection Maintain a manageable vehicle budget Lease Maintenace costs are exclusive of tires unless noted on the lease rate quote.Challenged by inconsistent yearly budgets Currently vehicle budget is underfunded 10/20/2021 10 Year Savings KEY OBJECTIVES Confidential $640,350 52% of the current light and medium duty fleet is over 10 years old Current Fleet Equity Analysis Estimated Current Fleet Equity** City of Chanhassen - Fleet Planning Analysis $873,039 Fleet Costs Analysis Fleet Mix $18,610Avg. Sustainable Savings Annual Miles Price/Gallon Proposed Maint. 61 Fleet Growth Proposed Cycle $60.00 12.20 Current Fleet Fleet Cost Proposed Fleet Current Cycle Current MPG Current Maint. Maint. Cents Per Mile $0.14 19% 12% 69% Fuel Maintenance Purchase 383 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: October 25, 2021 RESOLUTION NO: 2021-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING ENTERING INTO A CONTRACT WITH ENTERPRISE FLEET MANAGEMENT FOR PORTIONS OF THE CITY’S FLEET WHEREAS, the City owns, operates, and maintains a fleet of equipment and vehicles to support the performance of the services it provides; and WHEREAS, a portion of the City’s fleet is considered light-duty vehicles; and WHEREAS, Enterprise Fleet Management provides a leasing program for light-duty vehicles that meets the needs of the City; and WHEREAS, the leasing program supports many of the City’s Strategic Priorities including Financial Sustainability, Asset Management, and Operational Excellence; and WHEREAS, upon review of the program it has been determined that the benefits of the program outweigh the risks. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby authorizes entering into a contract with Enterprise Fleet Management for a leasing program for a portion of the City fleet. Passed and adopted by the Chanhassen City Council this 25th day of October, 2021. ATTEST: Laurie Hokkanen, City Manager Elise Ryan, Mayor YES NO ABSENT 384 10 8 6 Minivan-Passenger 2 9.2 2,800 #1 0 1 0 0 0 4 3/4 Ton Van Cargo 1 27.0 2,800 #1 0 0 0 0 0 Compact SUV 4x4 4 7.9 6,500 #1 2 0 1 0 0 Full Size SUV 4x4 5 6.3 6,300 #0 3 0 2 0 0 Compact Pickup Ext 4x4 1 11.8 16,900 #1 0 0 0 0 0 1/2 Ton Pickup Ext 4x4 26 9.5 5,100 #11 1 7 1 6 0 1/2 Ton Pickup Quad 4x4 2 11.8 4,200 #2 0 0 0 0 0 3/4 Ton Pickup Ext 4x4 16 13.0 4,500 #11 2 1 0 2 0 1 Ton Pickup Ext 4x4 1 12.8 900 #1 0 0 0 0 0 1 1/2 Ton Cab Chassis 3 11.1 4,400 #3 0 0 0 0 0 Totals/Averages 61 10.6 5,100 32 8 9 4 8 0 Confidential Model Year Analysis 9/22/2021 Vehicle Types 2022 2023 2024 2025 2026 Under- Utilized * Fiscal Year 2023 = 8 years old and older, or odometer over 93,300 * Fiscal Year 2024 = 6 years old and older, or odometer over 86,600 * Fiscal Year 2025 = 4 years old and older, or odometer over 79,900 * Fiscal Year 2026 = Remaining Vehicles * Underutilized = Annual Mileage less than * Fiscal Year 2022 = 10 years old and older, or odometer over 100,000 Vehicle Type # of Type Average Age (years) Average Annual Mileage City of Chanhassen - Fleet Profile Fleet Profile Fleet Replacement Schedule Replacement Criteria 7 3 2 2 1 5 1 6 0 5 4 4 3 6 2 2 4 3 1 00 20 32 Vehicles over 10 Years 33% 15% 47% 5% HD TRUCK SUV TRUCK VAN 385 386 387 COMPANY OWNED VEHICLE SERVICE AGREEMENT THIS COMPANY OWNED VEHICLE SERVICE AGREEMENT (this “Agreement”) is made and entered into as of the ___ day of __________________, 20___, by and between Enterprise Fleet Management, Inc. (“EFM”), a Missouri corporation, d/b/a Enterprise Fleet Management, and the company whose name and address is set forth on the signature page below (“Company”). Each of EFM and the Company is a “Party,” and collectively, the “Parties.” WITNESSETH: WHEREAS, EFM desires to offer to the Company certain services, including the Maintenance Program (as defined herein), the Maintenance Management Program (as defined herein), and/or the License Administration Program (as defined herein, together with the Maintenance Program and the Maintenance Management Program, collectively, the “Services,” with each of the Services sometimes being individually referred to herein as a “Service”) for the Covered Vehicles (as defined herein), and enter into this Agreement regarding same; and WHEREAS, the Company desires to obtain certain services from EFM, including the Maintenance Program, the Maintenance Management Program, and/or the License Administration Program, for the Covered Vehicles, and enter into this Agreement regarding same. NOW, THEREFORE, in consideration of the premises, the mutual covenants, promises, and conditions set forth herein, the Parties agree as follows: 1. COVERED VEHICLES: Upon request from the Company to EFM, and in exchange for consideration as set forth in this Agreement, EFM will provide all or certain of the Services to the Company for certain vehicles owned by the Company (individually each is a “Covered Vehicle,” and collectively the “Covered Vehicles”), which Covered Vehicles shall only be operated and/or used by an authorized representative of the Company or the Company’s subsidiaries or affiliates. Each Service requested to be provided by EFM to the Company shall be set forth on a schedule (individually each is a “Schedule,” and collectively the “Schedules”) to this Agreement which shall identify the applicable Covered Vehicle and each requested Service for the Covered Vehicle. Each Covered Vehicle will have an individual Schedule. EFM will send the Company a Schedule for each Covered Vehicle, which Schedule will include, but not necessarily be limited to, a description of the Covered Vehicle, the Service or Services requested for the Covered Vehicle, and the recurring charges due from the Company to EFM with respect to each Service requested by the Company. Should a Service being provided for a Covered Vehicle be terminated, EFM will provide to the Company a revised Schedule for the Covered Vehicle which shall supersede the original Schedule for the Covered Vehicle. The Parties agree and acknowledge that each Schedule shall be subject to the terms and conditions of this Agreement, expressly made a part of this Agreement, and deemed completely integrated herein. References to this Agreement shall include all Schedules and exhibits to this Agreement, including, without limitation, the Packet (as defined herein) if applicable. 2. TERM AND TERMINATION: The term of this Agreement (the “Term”) for each Covered Vehicle shall begin on the first day of the month listed on the applicable Schedule and shall continue for month to month thereafter until terminated as set forth in this Agreement. EFM and the Company shall each have the right to terminate this Agreement with respect to any Covered Vehicle effective as of the last day of any month upon not less than sixty (60) days prior written notice to the other Party. The termination of this Agreement, with respect to any Covered Vehicle or the entirety of this Agreement, shall not affect any rights or obligations under this Agreement which previously arose and were accrued or thereafter arise and accrue, and such rights and obligations shall continue to be governed by the terms of this Agreement. In the event that the Term for each Covered Vehicle has been terminated, either Party may terminate this Agreement in its entirety upon written notice to the other Party. 3. ADDITIONAL DOCUMENTATION: Whether at the request of EFM or another, the Company shall execute and deliver any and all additional documents and instruments as well as do such further acts and things as may be necessary or required to carry out the intent and purpose of this Agreement, including executing or delivering any document or instrument required and/or necessary to comply with any applicable federal, state or local law, rule, regulation or ordinance and/ or effect the provision of any Service, including any document or instrument necessary to appoint EFM as the Company’s agent and provide EFM with power of attorney on behalf of the Company as contemplated by this Agreement. 4. COVERED VEHICLE FEE: EFM will charge the Company, and the Company will pay EFM in accordance with the terms of this Agreement, a monthly fee, plus a one time set-up fee per Covered Vehicle. 5. PAYMENT TERMS: Any amount owed by the Company to EFM under this Agreement which is not paid within twenty (20) days after its due date will accrue interest, payable upon demand of EFM, at a rate per annum equal to the lesser of (a) Eighteen Percent (18%) per annum, or (b) the highest rate allowed by applicable law, from the due date until paid in full. 6. BILLING: All fees, costs, expenses, fees, charges, fines, tickets, penalties, taxes, or any other amounts paid by EFM and for which the Company is responsible and liable for under this Agreement will be submitted to the Company on an invoice. The Company agrees to and shall pay to EFM all invoiced amounts in accordance with the terms of this Agreement. EFM is entitled to retain for its own account, without any benefit being provided to the Company, and treat as being paid by EFM for purposes of this Agreement, any discounts that EFM receives from a third party which are based on the overall volume of business EFM provides to such third party and not solely based upon the Company’s business. 7. ARIOUS COSTS, EXPENSES, FEES, AND CHARGES. The Company agrees to pay all costs, expenses, fees, charges, fines, tickets, penalties, taxes (other than federal and state income taxes on the income of EFM), or any other amounts incurred by EFM during the Term in connection with the Services and/or the titling, licensing, registration, maintenance, delivery, purchase, sale, rental, use or operation of any Covered Vehicle. If EFM incurs any such costs, expenses, fees, charges, fines, tickets, penalties, taxes, or other amounts, EFM will invoice the Company, and the Company agrees to and shall pay to EFM all invoiced amounts in accordance with the terms of this Agreement. Initials: EFM________ Customer________388 8. LICENSE ADMINISTRATION PROGRAM: (a) EFM agrees to obtain all initial and renewal registration stickers and registration plates required by any state in which a Covered Vehicle is registered where the presence of the Covered Vehicle is not required for issuance of initial and/or renewal registration stickers and registration plates. The Company agrees that it shall not permit a Covered Vehicle to be located in a location, whether a state or country, other than the state in which the Covered Vehicle is then titled and/ or registered for any continuous period of time that would result in the Covered Vehicle being subject to the titling and/or registration laws, rules, regulations, or ordinances of such other state or country without providing at least thirty (30) days advance written notice of same to EFM. The Company shall be responsible and liable for any fees, costs, expenses, fees, charges, fines, tickets, penalties, taxes, or any other amounts which are incurred as a result of the Company’s failure to provide the advance written notice as set forth in this Section. (b) Each Covered Vehicle shall be titled and licensed in the Company’s name at the Company’s expense. If necessary, EFM will assist the Company with such titling and licensing. The Company shall be liable and responsible for any fees, costs, expenses, fees, charges, fines, tickets, penalties, taxes, or any other amounts related to the titling and licensing of a Covered Vehicle. (c) The services described in this Section are collectively referred to as the “License Administration Program.” 9. MAINTENANCE PROGRAM: If the Maintenance Program is requested by the Company and provided by EFM, the following terms shall apply: (a) EFM will provide the Company with an authorization card (the “EFM Card”) for each Covered Vehicle, which EFM Card may or may not be a physical card, for use in authorizing the payment of charges incurred in connection with the Maintenance Program for a Covered Vehicle. The Company agrees to be and shall be liable to EFM for all charges made by or for the account of the Company with the EFM Card (other than any charges which are the responsibility of EFM under the terms of this Agreement). EFM will invoice the Company for all such charges, and the Company agrees to and shall pay to EFM all invoiced amounts in accordance with the terms of this Agreement. EFM reserves the right, and the Company agrees and acknowledges that EFM shall have the right, to change the terms and conditions as set forth in this Agreement for the use of the EFM Card at any time without providing advance notice to the Company. The EFM Card is and shall remain at all times the property of EFM, and EFM may revoke the Company’s right to possess, access, or use the EFM Card at any time and for any reason. Upon the termination of this Agreement or upon the demand of EFM, the Company shall immediately cease using or accessing and/or return the EFM Card to EFM. The EFM Card is non-transferable. (b) EFM agrees that, during the Term for a Covered Vehicle and subject to the terms and conditions of this Agreement, EFM will pay for, or reimburse the Company for its payment of, all reasonable and documented costs and expenses incurred in connection with the service, maintenance, or repair of the Covered Vehicle to the extent same is included on the applicable Schedule for a Covered Vehicle. Unless otherwise agreed to in writing by the Parties and set forth on the Schedule for a Covered Vehicle, neither this Agreement nor the Maintenance Program cover and the Company shall remain solely liable and responsible for and pay for (a) fuel, (b) oil and other fluids between changes, (c) tire repair and replacement, (d) washing, (e) maintenance or repair of, or damage caused by, any alteration, upgrade, upfitting, addition, improvement, or unauthorized replacement part added to a Covered Vehicle or by and of any after-market component (this Agreement covers maintenance and repair only of the Covered Vehicles themselves and any factory-installed components and does not cover maintenance or repair of chassis alterations, add-on bodies (including, without limitations, step vans), software, or other equipment (including, without limitation, lift gates, autonomous or automated vehicle equipment, components, parts or products, and PTO controls) which is installed or modified by the Company, a dealer, a body shop, an upfitter, or anyone else other than the manufacturer of the Covered Vehicle), (f) any service, maintenance, repair, and/or damage resulting from, due to, related to, or arising out of (i) an accident, a collision, theft, fire, freezing, vandalism, riot, explosion, other acts of god, an object striking or colliding with a Covered Vehicle, improper use or abuse of a Covered Vehicle (including, without limitation, driving over curbs, overloading, and racing or other competition), (ii) lack of maintenance, service, or repair by the Company between scheduled services (including, without limitation, failure to maintain manufacturer recommended fluid levels); or (iii) the Company’s failure to maintain a Covered Vehicle as recommended by the manufacturer, or as required by and in compliance with (1) all laws, statutes, rules, regulations and ordinances (including without limitation such applicable federal, state and local laws, statutes, rules, regulations, ordinances, guidance and professional standards governing autonomous vehicles and automated driving systems and any parts, components and products related thereto), and (2) the provisions of all insurance policies affecting or covering the Covered Vehicle or its use or operation, (g) roadside assistance or towing for vehicle service, maintenance, or repair purposes, (h) mobile services, (i) the cost of a loaner or rental vehicle, or (j) if the Covered Vehicle is a vehicle with a 1 ton classification or greater, any (i) manual transmission clutch adjustment or replacement, (ii) brake adjustment or replacement or (iii) front axle alignment. Whenever it is necessary to have a Covered Vehicle serviced, maintained or repaired, the Company agrees to have the necessary work performed by a service, maintenance, or repair facility authorized in advance in writing by EFM. In every case, if the cost of any such service, maintenance, or repair is estimated to or does exceed fifty dollars ($50.00), the Company shall notify EFM in advance of such service, maintenance, or repair being performed and obtain EFM’s authorization and approval for such service, maintenance, or repair and abide by EFM’s instructions as to where such service, maintenance, or repair shall be made and the extent of service, maintenance, or repair to be obtained. The Company agrees to furnish EFM with an invoice for all service, maintenance, or repair to a Covered Vehicle, which invoice shall be accompanied by a copy of the shop or service order (odometer mileage must be shown on each shop or service order). EFM shall not be, and is not, obligated to pay for any unauthorized charges or those exceeding fifty dollars ($50.00) for any one service, maintenance, or repair on any Covered Vehicle unless the Company has complied with the terms and conditions of this Agreement and followed all of EFM’s instructions. EFM shall not, and does not, have any responsibility to pay for any service, maintenance, or repair in excess of the service, maintenance, or repair recommended by the manufacturer, unless otherwise agreed to in writing by EFM. Notwithstanding any other provision of this Agreement to the contrary, EFM shall not be, and is not, required to provide or pay for any service, maintenance, or repair to any Covered Vehicle after the odometer mileage reaches one hundred thousand (100,000) miles. The Maintenance Program for a Covered Vehicle shall be automatically terminated and no longer provided by EFM to the Company after the odometer mileage for a Covered Vehicle reaches one hundred thousand (100,000) miles. (c) EFM will charge the Company, and the Company agrees to pay to EFM, a monthly maintenance fee for the Maintenance Program for each Covered Vehicle. The monthly maintenance fee for each Covered Vehicle will be listed on the Schedule for the Covered Vehicle and will be due and payable by the Company to EFM in advance on the first day of each month. (d) The services described in this Section are collectively referred to as the “Maintenance Program.” Initials: EFM________ Customer________389 10. MAINTENANCE MANAGEMENT PROGRAM: If the Maintenance Management Program is requested by the Company and provided by EFM, the following terms shall apply: (a) EFM will provide the Company with an EFM Card for each Covered Vehicle, which EFM Card may or may not be a physical card, for use in authorizing the payment of charges incurred in connection with the Maintenance Management Program for a Covered Vehicle. The Company agrees to be and shall be liable to EFM for all charges made by or for the account of the Company with the EFM Card (other than any charges which are the responsibility of EFM under the terms of this Agreement). EFM will invoice the Company for all such charges, and the Company agrees to and shall pay to EFM all invoiced amounts in accordance with the terms of this Agreement. EFM reserves the right, and the Company agrees and acknowledges that EFM shall have the right, to change the terms and conditions as set forth in this Agreement for the use of the EFM Card at any time without providing advance notice to the Company. The EFM Card is and shall remain at all times the property of EFM, and EFM may revoke the Company’s right to possess, access, or use the EFM Card at any time and for any reason. Upon the termination of this Agreement or upon the demand of EFM, the Company shall immediately cease using or accessing and/or return the EFM Card to EFM. The EFM Card is non- transferable. (b) EFM will provide a driver information packet (the “Packet”) outlining the Maintenance Management Program. The Parties agree that the Maintenance Management Program is subject to the terms and conditions of the Packet. (c) EFM will provide purchase order control by telephone, electronic mail, or in writing authorizing charges for service, maintenance, or repairs for a Covered Vehicle which are estimated to or do exceed seventy five dollars ($75.00), or such other amount as may be established by EFM, in its sole discretion. from time to time under the Maintenance Management Program. All charges for service, maintenance, or repair for a Covered Vehicle under the Maintenance Management Program will be invoiced to EFM. Invoices will be reviewed by EFM for accuracy, proper application of any applicable manufacturer’s warranty, application of potential discounts, and unnecessary, unauthorized repairs. After the invoices are audited, EFM shall pay for the amount of the audited invoice. EFM will provide to the Company the audited invoices (the “Audited Invoices”). (d) Notwithstanding the above, in the event the service, maintenance, or repair are the result of or are related to damage from an accident or other non- maintenance related cause (including glass claims), these matters will be referred to EFM. If the Company prefers that EFM handle the damage service, maintenance, or repair, the Company agrees to assign the administration of the matter to EFM. EFM will administer such claims in its discretion. The fees for this administration service will be up to one hundred twenty five dollars ($125.00) per claim, and the Company agrees to pay EFM for those fees and reimburse EFM for the damage service, maintenance, and repair as set forth in this Agreement (the “Administrative and Repair Fees”). If the Company desires the assistance of EFM in recovering damage amounts from at fault third parties, a vehicle risk management agreement must be on file with EFM for the Company. (e) The Company shall pay to EFM the amounts paid for by EFM under this Section and in conjunction with the Maintenance Management Program, including, without limitation, as set forth on the Audited Invoices as well as for the Administrative and Repair Fees in accordance with the terms of this Agreement. (f) If the Maintenance Management Program is requested by the Company and provided by EFM, the EFM Card will authorize the Company to arrange for a rental vehicle at a discounted rate with a subsidiary or affiliate of Enterprise Holdings, Inc. (“EHI”) for a maximum of two (2) days without prior authorization from EFM. Extensions beyond two (2) days must be approved by EFM. The Company shall be fully responsible for all obligations under any rental agreement with a subsidiary or affiliate of EHI pursuant to this Agreement. All drivers of a rental vehicle must be at least twenty one (21) years of age unless otherwise required by law, hold a valid driver’s license, be an employee of the Company and authorized by the Company through established reservation procedures and meet all other applicable requirements of the applicable subsidiary or affiliate of EHI. The Company will be provided a specific telephone number for use in arranging a rental vehicle described in this Section. The services described in this Section are collectively referred to as the “Maintenance Management Program.” 11. ODOMETER: Neither EFM nor EHI or any of its subsidiaries or affiliates assume responsibility for or shall be responsible or liable for the correctness of the odometer reading on any Covered Vehicle unless that inaccuracy is caused by the action of EFM or EHI or any of its subsidiaries or affiliates. 12. INSURANCE: During the term of this Agreement, the Company shall pay for and maintain in full force and effect the insurance outlined herein for coverages at not less than the prescribed minimum limits of liability, covering the Company, its authorized representatives, agents, employees, subsidiaries, affiliates, and all subcontractors, or anyone directly or indirectly employed by any of them, or any for whose acts any of them may be liable: Automobile Liability Insurance covering liability arising out of maintenance, use or operation by the Company, or its employee, authorized representative, or agent of any auto (owned, hired and non-owned) with limits of not less than One Million Dollars ($1,000,000) per occurrence for bodily injury and property damage. EFM and its subsidiaries and affiliates are to be named as Additional Insureds. All insurance shall be written through companies having an A.M. Best’s rating of at least A VII or with such other companies as may reasonably be approved by EFM. All such liability insurance maintained by the Company shall include the condition that it is primary and that any such insurance maintained by EFM or any other additional insured is excess and non-contributory. Certificates of Insurance evidencing such coverages shall be furnished to EFM prior to commencement of this Agreement and at each subsequent policy renewal date. The Certificates shall provide for not less than thirty (30) days written notice to EFM prior to policy cancellation, non-renewal or material change. 13. NO WARRANTY: The Company acknowledges that EFM does not perform maintenance, service, or repairs on any Covered Vehicle or any rental vehicle and any maintenance, service, or repair is to be performed by third parties. EFM MAKES NO REPRESENTATION OR WARRANTY WHATSOEVER OF ANY KIND, EXPRESS OR IMPLIED, WHETHER ARISING BY COURSE OF DEALING, COURSE OF PERFORMANCE, USAGE OF TRADE OR OTHERWISE WITH RESPECT TO PRODUCTS, MAINTENANCE, REPAIRS, OR SERVICES PROVIDED IN CONNECTION WITH THIS AGREEMENT BY THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY REPRESENTATION OR WARRANTY AS TO MERCHANTABILITY, COMPLIANCE WITH SPECIFICATIONS, OPERATION, CONDITION, SUITABILITY, PERFORMANCE, QUALITY OR FITNESS FOR USE. Any defect in the performance of any product, service, maintenance, or repair will not relieve the Company from its obligations under this Agreement, including, without limitation, the payment to EFM of all amounts for which the Company is responsible and liable for under this Agreement. 14. NOTICES: All notices of cancellation or termination or other communications under this Agreement shall be mailed postage prepaid by registered or certified mail or sent by express overnight delivery service with a nationally recognized carrier, to the other Party at its address set forth on the signature page of this Initials: EFM________ Customer________390 Agreement or at such other address as such party may provide in writing from time to time. Any such notice or communication sent by mail will be effective and deemed received three (3) days after deposit in the United States mail, duly addressed to the address for the Party set forth below, with registered or certified mail postage prepaid. Any such notice or communication sent by express overnight delivery service with a nationally recognized carrier will be effective and deemed received one (1) day after deposit with such delivery service, duly addressed, with delivery fees prepaid. The Company shall promptly notify EFM of any change in the Company’s address. 15. MISCELLANEOUS: (a) Other than as specifically set forth in this Agreement, this Agreement may be amended only by an agreement in writing signed by EFM and the Company. (b) Any provision of this Agreement which is prohibited or unenforceable in any jurisdiction shall, as to such jurisdiction, be ineffective only to the extent of such prohibition or unenforceability without invalidating the remaining provisions of this Agreement or affecting the validity or enforceability of such provisions in any other jurisdiction. (c) This Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective successors and assigns, except that the Company may not assign, transfer or delegate any of its rights or obligations under this Agreement without the prior written consent of EFM. (d) This Agreement is governed by the substantive laws of the State of Missouri (determined without reference to conflict of law principles). (e) The headings in this Agreement are for reference only and shall not affect the interpretation of this Agreement. (f) This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which, taken together, shall constitute one and the same instrument. This instrument shall be a valid and binding agreement when each Party has executed a counterpart. This Agreement may be signed and transmitted electronically or by facsimile machine or telecopier; the signature of any person on an electronically or facsimile transmitted copy hereof shall be considered an original signature and shall have the same binding effect as an original signature on an original document. The Parties agree that the electronic signature of any Party is intended to authenticate this Agreement, shall be considered an original signature, and have the same force and effect as a manual signature. (g) Whenever the context of this Agreement requires, references to the singular shall include the plural, and the plural shall include the singular, where appropriate; and words denoting gender shall be construed to include the masculine and feminine, where appropriate. (h) The Parties agree that all agreements and understandings between the Parties related to this Agreement are expressed and embodied herein; and in entering into this Agreement the Parties have not relied upon any statement or representation other than those expressly set forth herein. (i) Except as specifically set forth in this Agreement, the Company does not have any express or implied right or authority to assume or create any obligations on behalf of or in the name of EFM or to bind EFM to any contract, agreement or undertaking with any third party. (j) No waiver by any Party of any of the provisions of this Agreement shall be effective unless explicitly set forth in writing and signed by the Party so waiving. Except as otherwise set forth in this Agreement, no failure to exercise, or delay in exercising, any rights, remedy, power or privilege arising from this Agreement shall operate or be construed as a waiver thereof, nor shall any single or partial exercise of any right, remedy, power or privilege hereunder preclude any other or further exercise thereof or the exercise of any other right, remedy, power or privilege. (k) All rights and remedies provided in this Agreement are cumulative and not exclusive, and the exercise by either Party of any right or remedy does not preclude the exercise of any other rights or remedies that may now or subsequently be available hereunder, at law, in equity, by statute, in any other agreement between the Parties or otherwise. 16. LIMITATION OF LIABILITY: (a) NONE OF EFM, ITS AGENTS, OR EFM’S OR ITS AGENT’S RESPECTIVE AFFILIATES OR SUBSIDIARIES WILL BE LIABLE TO THE COMPANY FOR ANY LIABILITY, OBLIGATION, CLAIM, LOSS, PENALTY, FINE, COST, DAMAGE OR EXPENSE OF ANY KIND OR NATURE, CAUSED DIRECTLY OR INDIRECTLY, BY ANY COVERED VEHICLE OR RENTAL VEHICLE, OR ANY INADEQUACY OF ANY COVERED VEHICLE OR RENTAL VEHICLE FOR ANY PURPOSE OR ANY DEFECT (LATENT OR PATENT) IN ANY COVERED VEHICLE OR RENTAL VEHICLE, OR THE USE OR MAINTENANCE OF ANY COVERED VEHICLE OR RENTAL VEHICLE, OR ANY REPAIR, SERVICING OR ADJUSTMENT OF OR TO ANY COVERED VEHICLE OR RENTAL VEHICLE, OR ANY PROVISION OF ANY OF THE SERVICES FOR OR TO ANY COVERED VEHICLE, OR ANY DELAY IN SCHEDULING, ARRANGING, REIMBURSING OR PAYING FOR SERVICING, MAINTENANCE OR REPAIR OF OR TO ANY COVERED VEHICLE OR RENTAL VEHICLE, OR ANY INTERRUPTION OR LOSS OF SERVICE OR USE OF ANY COVERED VEHICLE OR RENTAL VEHICLE, OR ANY LOSS OF BUSINESS OR ANY DAMAGE WHATSOEVER AND HOWEVER CAUSED, OR ANY ACTION TAKEN BY EFM UNDER A POWER OF ATTORNEY PURSUANT TO THIS AGREEMENT. (b) IN NO EVENT SHALL EFM, ITS AGENTS OR EFM’S OR ITS AGENT’S RESPECTIVE AFFILIATES OR SUBSIDIARIES BE LIABLE FOR CONSEQUENTIAL, INDIRECT, INCIDENTAL, SPECIAL, EXEMPLARY, PUNITIVE OR ENHANCED DAMAGES, LOST PROFITS OR REVENUES OR DIMINUTION IN VALUE, ARISING OUT OF OR RELATING TO THIS AGREEMENT, INCLUDING, WITHOUT LIMITATION, ANY BREACH OR PERFORMANCE OF THIS AGREEMENT, REGARDLESS OF (I) WHETHER SUCH DAMAGES WERE FORESEEABLE, (II) WHETHER OR NOT EFM, ITS AGENTS OR EFM’S OR ITS AGENT’SRESPECTIVE AFFILIATES WERE ADVISED OF THE POSSIBILITY OF SUCH DAMAGES, AND/OR (III) THE LEGAL OR EQUITABLE THEORY (CONTRACT, TORT OR OTHERWISE) UPON WHICH A CLAIM, ACTION, CAUSE OF ACTION, DEMAND, LAWSUIT, ARBIRATION, INQUIRY, PROCEEDING OR LITIGATION IS BASED, AND NOTWITHSTANDING THE FAILURE OF ANY AGREED OR OTHER REMEDY OF ITS ESSENTIAL PURPOSE. 17. INDEMNITY: (a) The Company agrees to defend, indemnify and hold harmless EFM, its agents, and EFM’s or its Agent’s respective affiliates, subsidiaries, successors and Initials: EFM________ Customer________391 assigns (collectively, the “Indemnified Parties” with each being an “Indemnified Party”) from and against any and all losses, damages, liabilities, actions, suits, claims, demands, penalties, fines, costs (including, without limitation, litigation costs) and expenses (including, without limitation, reasonable fees of counsel and experts) the Indemnified Parties may incur arising out of or resulting from any claim of a third party relating to: (a) the Company’s breach or violation of, or failure to observe or perform, any term, provision or covenant of this Agreement, (b) any loss, bodily injury, death of any person, theft or destruction of or damage to real or tangible personal property related to or arising out of the acts or omissions of the Company and its agents, employees, representatives, or drivers, including without limitation, the use, operation or condition of any Covered Vehicle or rental vehicle, (c) negligence or more culpable act or omission of the Company or any of its agents, employees, representatives, or drivers (including any recklessness or willful misconduct) in connection with the Company’s performance under this Agreement, (d) the Company’s failure to comply with, and failure to cause its agents, employees, representatives, or drivers to comply with, all laws, statutes, rules, regulations and ordinances (including without limitation such applicable federal, state and local laws, statutes, rules, regulations, ordinances, guidance and professional standards governing autonomous vehicles and automated driving systems and any parts, components and products related thereto) and the provisions of all insurance policies affecting or covering any Covered Vehicle or rental vehicle or their use or operation, (e) any repair, maintenance, alteration, upgrade, upfit, addition, replacement, or improvement to a Covered Vehicle, (f) any assertion of the infringement of patent, trade secret, trademark, copyright, or other intellectual property rights of third parties, (g) the inaccuracy of the odometer reading on any Covered Vehicle or any odometer statement for any Covered Vehicle, or (h) actions taken by any of the Indemnified Parties while acting as an agent of the Company or under a power of attorney given by the Company. (b) In the event of a third party claim, suit, action or proceeding giving rise to the indemnification rights and obligations set forth in this Section, the Indemnified Parties (or its designee) shall be entitled to control the defense of such claim, suit, action or proceeding and the Company shall indemnify the Indemnified Parties from and against any fees, costs and expenses (including, without limitation, reasonable fees of counsel and experts) incurred by any of the Indemnified Parties in defending such third party claim; provided that the Company shall have the right to participate in the defense of any third party claim with counsel selected by it at the Company’s expense. The indemnifying party shall not enter into a settlement of any such claim, suit, action, or proceeding without the applicable Indemnified Party’s prior consent, which consent shall not be unreasonably withheld. (c) The provisions of this Section shall survive any expiration or termination of this Agreement. 18. SIGNATORY WARRANTY: Each Party represents and warrants that it has read and fully understands all of the terms of this Agreement, that it has consulted with its legal counsel and understands the legal ramifications of this Agreement, that it intends the respective Party on whose behalf he or she are is affixing his or her signature to be legally bound, and he or she is fully and duly authorized to enter into and execute this Agreement on behalf of the respective Party on whose behalf he or she is affixing his or her signature. 19. SCHEDULES, ADDENDA, AND EXHIBITS: All Schedules and exhibits referenced in and/or attached to this Agreement, including, without limitation, the Packet if applicable, are hereby expressly made a part of this Agreement and deemed completely integrated herein. 20. POWER OF ATTORNEY: The Company does hereby constitute and appoint EFM as its agent and true and lawful attorney-in-fact (a) to execute, acknowledge, and deliver on behalf of the Company all instruments, documents, agreements, or assurances as may be required for EFM to the provide to the Company the License Administration Program, (b) to take any and all actions EFM deems necessary to effectuate the License Administration Program, and (c) do and perform any and every act required, necessary or proper to be done in the exercise of any of the rights and powers herein granted, as fully to all intents and purposes as the Company might or could do if personally present, with full power of substitution or revocation, hereby ratifying and confirming all that such attorney-in-fact, shall lawfully do or cause to be done by virtue of this power of attorney and the rights and powers herein granted. The Company ratifies and confirms all actions that the attorneys-in-fact or any of them, lawfully do or cause to be done by virtue of this power of attorney. This power of attorney, unless earlier revoked by the Company, shall remain in effect until this Agreement is terminated in its entirety.IN WITNESS WHEREOF, Lessor and Lessee have duly executed this Master Equity Lease Agreement as of the day and year first above written. 21. REPRESENTATIONS AND WARRANTIES: (a) The Company is duly organized, validly existing and in good standing in the jurisdiction of its incorporation, organization or formation, as applicable. (b) The Company is duly qualified to do business and is in good standing in every jurisdiction in which such qualification is required for purposes of this Agreement. (c) This Agreement, when executed by the Company (assuming due authorization, execution and delivery by EFM) will be a legal, valid and binding obligation of the Company enforceable against the Company in accordance with its terms and conditions, except to the extent that enforcement thereof may be limited by bankruptcy, insolvency or other similar laws affecting creditors’ rights generally. (d) The execution and delivery of this Agreement by the Company and the performance by the Company of its obligations hereunder do not and will not violate or cause a breach of any other agreements or obligations to which the Company is a party or by which it is bound. (e) The Company shall comply with all applicable laws and regulations in connection with the exercise of its rights and performance of its obligations hereunder. 22. SURVIVAL: Subject to the limitations and other provisions of this Agreement, Section 2 (Term and Termination), Section 3 (Additional Documentation), Section 5 (Payment Terms), Section 6 (Billing), Section 7 (Various Costs, Expenses, Fees, and Charges), Section 11 (Odometer), Section 13 (No Warranty), Section 15 (Miscellaneous), Section 16 (Limitation of Liability), Section 17 (Indemnity), Section 20 (Power of Attorney), Section 21 (Representations and Warranties), and Section 22 (Survival) shall survive the expiration or termination of this Agreement, as well as any other Section or provision that, in order to give proper effect to its intent should survive such expiration or termination, shall survive the expiration or earlier termination of this Agreement. © 2020 Enterprise Fleet Management, Inc. K03976_Master Customer Owned Agreement - Enterprise FM Trust Initials: EFM________ Customer________ 392 IN WITNESS WHEREOF, EFM and the Company have executed this Agreement as of the day and year first above written. COMPANY: ______________________________________ By: ______________________________________ Name: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ EFM: Enterprise Fleet Management, Inc. By: ______________________________________ Name: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ Initials: EFM________ Customer________393 CREDIT APPLICATION Please complete all applicable items. Company Name _______________________________________(“Credit Applicant”) DBA Name ___________________________________ Year Business Started ______ Street Address _________________________________________________ City _________________________________________ State ____________ Zip ______________ E-mail ________________________________________________ Phone # _____________________________________ Fax # _______________________________________ Ownership: LLC Partnership Sole Proprietorship C-Corp S-Corp Non-Profit Type of Business ________________________________________________________ Duns Number___________________________________________________________ Parent Company or Affiliates(Name & Address): _____________________________________________________________________________________________________ FLEET MANAGER CONTACT INFORMATION Name ________________________________________________ E-mail _______________________________________________ Phone # ____________________________ Fleet Manager Address __________________________________________________________________________________________________________________________ FINANCIAL INFORMATION Are your books prepared by an outside Accountant? Yes No Accounting/CPA Firm ___________________________________________ Email Address _______________________________________ Phone # ___________________ Has Credit Applicant, or any principal involved in Credit Applicant, ever filed for protection under bankruptcy laws? Yes No If yes, please explain: ____________________________________________________________________________________________________________________________ ENCLOSING WITH APPLICATION Three years of Financial Statements (with footnotes) Audited Opinioned Internal Published Annual Reports Yes No Income Tax Returns (3 years) Yes No Other Items Included: ____________________________________________________________________________________________________________________________ Federal ID Number: _____________________________________________________________________________________________________________________________ Fiscal Year End (Month): _________________________________________________________________________________________________________________________ CURRENT VEHICLE SUPPLIER Purchasing Leasing Finance Leasing Supplier Phone #E-Mail Address Acct ## of Vehicles Financing Source Phone #E-Mail Address Acct ## of Vehicles INSURANCE Company _________________________________________ Agent____________________________________ Policy # _____________________ Exp. Date______________ Street Address _________________________________________________ City _________________________________________ State ____________ Zip ______________ Phone # ____________________________ Fax # ______________________________ 394 LESSEE INFORMATION Company Name ___________________________________________________________________________ SSN / FEIN ___________________________________________ Street Address _________________________________________________ City _________________________________________ State ____________ Zip ______________ Contact Name ___________________________________________________________ Phone # ____________________________ Fax # ______________________________ Email Address __________________________________________________________________________________________________________________________________ BANK INFORMATION Bank Name ______________________________________________________________________ Checking Account Only ________________________________________ Street Address _________________________________________________ City _________________________________________ State ____________ Zip ______________ Bank Contact Name______________________________________________________ Phone # ____________________________ Fax # ______________________________ ABA / Routing Number: ___________________________________________________________ Account Number: ______________________________________________ **PLEASE ATTACH A VOIDED CHECK FOR THE ACCOUNT LISTED ABOVE** Upon approval of this Credit Application, I (we) hereby authorize Enterprise Fleet Management, Inc., hereinafter called “EFM”, to initiate, if necessary, credit entries and adjustments for any debit entries in error, to my/our checking account indicated above and to further authorize the depository named above, hereinafter called “DEPOSITORY”, to debit and/or credit the same to such account. I (we) covenant and agree to instruct any and all banks or other financial institution specified in this Credit Application and ACH authorization to process debits using the Automated Clearing House funds-transfer system. This transaction will be completed in accordance with the following provisions: 1. The withdrawal will occur on the 20th of each month. If the 20th of each month falls on a weekend, amounts will be withdrawn on the next business day. 2. An electronic copy of the invoice and/or statement will be available on EFM’s website (http://efmfleetaccess.efleets.com) by the 5th business day of each month. The Lessee will be expected to review the invoice/statement prior to the 15th of each month. The Lessee reserves the right to call EFM and dispute a charge by the 15th of the month. EFM will withdraw the entire invoice amount each month if no charges have been disputed by the 15th of each month. Upon request to EFM, a hard copy of an invoice or statement will be mailed to the lessee each month via the United States Postal Service. 3. For any amount owed by the Lessee to EFM that is not paid due to insufficient funds on the date the debit should occur, a $25 non-suffi- cient funds transaction fee will be assessed. The transaction fee shall be paid by the Lessee to EFM on demand. 4. This authorization is to remain in full force and effect until EFM has received written notification from the Lessee of its termination in such time and in such manner as to afford EFM and DEPOSITORY a reasonable opportunity to act on it. Cancellation will also occur if EFM has sent the Lessee a ten day written notice for EFM’s termination of the agreement. Cancellation requests for this agreement should be forwarded to: ARBilling@efleets.com ACH AUTHORIZATION AGREEMENT STATEMENT OF POLICY AND PROCEDURES Enterprise Fleet Management, Inc. and affiliates will use the information provided in this for the purpose of fleet and rental related services/programs. Enterprise Fleet Management, Inc. reserves the right to return this application if all sections are not completed or determined misleading. Enterprise Fleet Management, Inc. will conduct future inquiries on an annual basis as part of the annual credit review process or as fleet size increases, and reserves the right to ask for additional or updated financial information as the need warrants as part of the credit underwriting process. 395 AUTHORIZED SIGNERS FOR MOTOR VEHICLE LEASE(S) RESOLVED, That this Company lease from Enterprise Fleet Management, Inc., hereinafter called EFM, from time to time, such motor vehicles upon such terms and conditions, as in the judgment of the Officer(s) or employee(s) hereinafter authorized, this Company may require. RESOLVED FURTHER, that: are authorized and empowered on behalf of and in the name of this Company to execute Motor Vehicle Leases with EFM on such terms as may be agreed to by said person. RESOLVED FURTHER, that EFM is authorized to act upon this authorization until written notice of its revocation is received by EFM. I do herby certify that the information contained in this Credit Application is accurate in all material aspects as required by law. Further, I do hereby certify that I am an authorized representative of this Company and have been given the authority to sign this agreement on behalf of the Company. NAME NAME NAME NAME _____________________________________________ Print Name _____________________________________________ Print Name ___________________________ Date _____________________________________________ Print Name _____________________________________________ Print Name _____________________________________________ Print Name _____________________________________________ Signature ____________________________________ Title _____________________________________________ Title _____________________________________________ Company Name ____________________________________ Title ____________________________________ Title ____________________________________ Title © 2017 Enterprise Fleet Management, Inc. H00479 For the purpose of seeking to secure credit from Enterprise Fleet Management, Inc. (together with its affiliates, successors, assigns and third party service providers, “EFM”), Credit Applicant (a) authorizes (i) EFM to run a credit report, investigate and verify the information in this Credit Agreement, and/or obtain financial and/or credit information from any person or entity with which Credit Applicant has or had financial dealings, including banks, lending institutions and trade or credit references, whether or not such person or entity is identified in this Credit Application, which information may include financial statements, tax returns, and banking records, (ii) EFM to contact any of Credit Applicant’s current or former employers or creditors to verify any information contained herein or received in connection with this Credit Application if Credit Applicant is a sole proprietor, and (iii) any third party who may have relevant information to provide such information to EFM, (b) will notify EFM if there is any change in name, address, or any material adverse change (i) in any of the information contained in this Credit Application, (ii) in Credit Applicant’s financial condition, or (iii) in Credit Applicant’s ability to perform their respective obligations to EFM, and (c) represents and warrants that any and all information provided to EFM by Credit Applicant is true, correct and complete as of the date hereof. The lack of any notice of change in the representations and warranties included in this Credit Application shall be considered a continuing statement that the information provided in this Credit Application remains true, correct and complete. As permitted by law, EFM may also release information about EFM’s credit experience with Credit Applicant. Credit Applicant understands and agrees that all reports and records developed by EFM or any third party agent in connection with the foregoing investigations are the sole property of EFM and will not be provided to Credit Applicant unless otherwise required by applicable law or agreed to by EFM in writing. The Equal Credit Opportunity Act prohibits creditors from discriminating against credit applicants on the basis of race, color, religion, national origin, sex, marital status, age (provided that Credit Applicant has the capacity to enter into a binding contract); because all or part of Credit Applicant’s income derives from any public assistance program; or because Credit Applicant has in good faith exercised any right under the Consumer Credit Protection Act. If this credit application is denied, Credit Applicant may have the right to a written statement of the specific reason(s) for the denial. To request to obtain the statement, Credit Applicant may contact EFM at: 600 Corporate Park Drive, ATTN: EFM Credit Department, St. Louis, MO 63105, within 60 days from the date Credit Applicant is notified of the denial. If applicable, within 30 days of EFM’s receipt of the request, EFM will send Credit Applicant a written statement specifying the reason(s) for the denial. THE FOLLOWING ARE ONLY APPLICABLE TO CREDIT APPLICANTS THAT ARE SOLE PROPRIETORS If Credit Applicant is a sole proprietor, upon request from Credit Applicant, EFM will advise Credit Applicant whether a credit report was requested and if such a report was requested, EFM, will inform Credit Applicant of the name and address of the credit reporting agency that furnished the report. In the event the Credit Applicant is a sole proprietor and is a resident of the state of California, Ohio, Rhode Island or Vermont, Credit Applicant agrees that, in addition to all of the foregoing, by signing below, he or she has been provided state notices and agree to the additional terms listed below: California Disclosure – The Credit Applicant, if married, may apply for a separate account. Ohio Disclosure - The Ohio laws against discrimination require that all creditors make credit equally available to all creditworthy customers and that credit reporting agencies maintain separate credit histories on each individual upon request. The Ohio Civil Rights Commission administers compliance with this law. Rhode Island Resident - A credit report may be requested in connection with this application for credit. Vermont Resident - By signing this Credit Application, the credit applicant consents to your obtaining a credit report for the purposes of evaluating this Credit Application and to obtain subsequent credit reports, in connection with this transaction, for the purpose of reviewing the account, taking collection action on the account or for any other legitimate purpose associated with the account. The person signing below personally represents and warrants to EFM that he/she is authorized to make this application for credit on behalf of Credit Applicant. Please note that this Credit Application is an application and does not commit or require EFM to extend any credit whatsoever to Credit Applicant.396 MAINTENANCE AGREEMENT This Maintenance Agreement (this “Agreement”) is made and entered into this ______ day of ____________, by Enterprise Fleet Management, Inc., a Missouri corporation (“EFM”), and ___________________________________________________ (“Lessee”). WITNESSETH 1. LEASE. Reference is hereby made to that certain Master Lease Agreement dated as of the ______ day of ____________, by and between Enterprise FM Trust, a Delaware statutory trust, as lessor (“Lessor”), and Lessee, as lessee (as the same may from time to time be amended, modified, extended, renewed, supplemented or restated, the “Lease”). All capitalized terms used and not otherwise defined in this Agreement shall have the respective meanings ascribed to them in the Lease. 2. COVERED VEHICLES. This Agreement shall only apply to those vehicles leased by Lessor to Lessee pursuant to the Lease to the extent Section 4 of the Schedule for such vehicle includes a charge for maintenance (the “Covered Vehicle(s)”). 3. TERM AND TERMINATION. The term of this Agreement (“Term”) for each Covered Vehicle shall begin on the Delivery Date of such Covered Vehicle and shall continue until the last day of the “Term” (as defined in the Lease) for such Covered Vehicle unless earlier terminated as set forth below. Each of EFM and Lessee shall each have the right to terminate this Agreement effective as of the last day of any calendar month with respect to any or all of the Covered Vehicles upon not less than sixty (60) days prior written notice to the other party. The termination of this Agreement with respect to any or all of the Covered Vehicles shall not affect any rights or obligations under this Agreement which shall have previously accrued or shall thereafter arise with respect to any occurrence prior to termination, and such rights and obligations shall continue to be governed by the terms of this Agreement. 4. VEHICLE REPAIRS AND SERVICE. EFM agrees that, during the Term for the applicable Covered Vehicle and subject to the terms and conditions of this Agreement, it will pay for, or reimburse Lessee for its payment of, all costs and expenses incurred in connection with the maintenance or repair of a Covered Vehicle. This Agreement does not cover, and Lessee will remain responsible for and pay for, (a) fuel, (b) oil and other fluids between changes, (c) tire repair and replacement, (d) washing, (e) repair of damage due to lack of maintenance by Lessee between scheduled services (including, without limitation, failure to maintain fluid levels), (f) maintenance or repair of any alterations to a Covered Vehicle or of any after-market components (this Agreement covers maintenance and repair only of the Covered Vehicles themselves and any factory-installed components and does not cover maintenance or repair of chassis alterations, add-on bodies (including, without limitation, step vans) or other equipment (including, without limitation, lift gates and PTO controls) which is installed or modified by a dealer, body shop, upfitter or anyone else other than the manufacturer of the Covered Vehicle, (g) any service and/or damage resulting from, related to or arising out of an accident, a collision, theft, fire, freezing, vandalism, riot, explosion, other Acts of God, an object striking the Covered Vehicle, improper use of the Covered Vehicle (including, without limitation, driving over curbs, overloading, racing or other competition) or Lessee’s failure to maintain the Covered Vehicle as required by the Lease, (h) roadside assistance or towing for vehicle maintenance purposes, (i) mobile services, (j) the cost of loaner or rental vehicles or (k) if the Covered Vehicle is a truck, (i) manual transmission clutch adjustment or replacement, (ii) brake adjustment or replacement or (iii) front axle alignment. Whenever it is necessary to have a Covered Vehicle serviced, Lessee agrees to have the necessary work performed by an authorized dealer of such Covered Vehicle or by a service facility acceptable to EFM. In every case, if the cost of such service will exceed $50.00, Lessee must notify EFM and obtain EFM’s authorization for such service and EFM’s instructions as to where such service shall be made and the extent of service to be obtained. Lessee agrees to furnish an invoice for all service to a Covered Vehicle, accompanied by a copy of the shop or service order (odometer mileage must be shown on each shop or service order). EFM will not be obligated to pay for any unauthorized charges or those exceeding $50.00 for one service on any Covered Vehicle unless Lessee has complied with the above terms and conditions. EFM will not have any responsibility to pay for any services in excess of the services recommended by the manufacturer, unless otherwise agreed to by EFM. Notwithstanding any other provision of this Agreement to the contrary, (a) all service performed within one hundred twenty (120) days prior to the last day of the scheduled “Term” (as defined in the Lease) for the applicable Covered Vehicle must be authorized by and have the prior consent and approval of EFM and any service not so authorized will be the responsibility of and be paid for by Lessee and (b) EFM is not required to provide or pay for any service to any Covered Vehicle after 100,000 miles. 5. ENTERPRISE CARDS: EFM may, at its option, provide Lessee with an authorization card (the “EFM Card”) for use in authorizing the payment of charges incurred in connection with the maintenance of the Covered Vehicles. Lessee agrees to be liable to EFM for, and upon receipt of a monthly or other statement from EFM, Lessee agrees to promptly pay to EFM, all charges made by or for the account of Lessee with the EFM Card (other than any charges which are the responsibility of EFM under the terms of this Agreement). EFM reserves the right to change the terms and conditions for the use of the EFM Card at any time. The EFM Card remains the property of EFM and EFM may revoke Lessee’s right to possess or use the EFM Card at any time. Upon the termination of this Agreement or upon the demand of EFM, Lessee must return the EFM Card to EFM. The EFM Card is non-transferable. 6. PAYMENT TERMS. The amount of the monthly maintenance fee will be listed on the applicable Schedule and will be due and payable in advance on the first day of each month. If the first day of the Term for a Covered Vehicle is other than the first day of a calendar month, Lessee will pay EFM, on the first day of the Term for such Covered Vehicle, a pro-rated maintenance fee for the number of days that the Delivery Date precedes the first monthly maintenance fee payment date. Any monthly maintenance fee or other amount owed by Lessee to EFM under this Agreement which is not paid within twenty (20) days after its due date will accrue interest, payable upon demand of EFM, from the date due until paid in full at a rate per annum equal to the lesser of (i) Eighteen Percent (18%) per annum or (ii) the highest rate allowed by applicable law. The monthly maintenance fee set forth on each applicable Schedule allows the number of miles per month as set forth Initials: EFM________ Customer________397 in such Schedule. Lessee agrees to pay EFM at the end of the applicable Term (whether by reason of termination of this Agreement or otherwise) an overmileage maintenance fee for any miles in excess of this average amount per month at the rate set forth in the applicable Schedule. EFM may, at its option, permit Lessor, as an agent for EFM, to bill and collect amounts due to EFM under this Agreement from Lessee on behalf of EFM. 7. NO WARRANTIES. Lessee acknowledges that EFM does not perform maintenance or repair services on the Covered Vehicles but rather EFM arranges for maintenance and/or repair services on the Covered Vehicles to be performed by third parties. EFM MAKES NO REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, WITH RESPECT TO ANY PRODUCTS, REPAIRS OR SERVICES PROVIDED FOR UNDER THIS AGREEMENT BY THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY REPRESENTATION OR WARRANTY AS TO MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, COMPLIANCE WITH SPECIFICATIONS, OPERATION, CONDITION, SUITABILITY, PERFORMANCE OR QUALITY. ANY DEFECT IN THE PERFORMANCE OF ANY PRODUCT, REPAIR OR SERVICE WILL NOT RELIEVE LESSEE OF ITS OBLIGATIONS UNDER THIS AGREEMENT, INCLUDING THE PAYMENT TO EFM OF THE MONTHLY MAINTENANCE FEES AND OTHER CHARGES DUE UNDER THIS AGREEMENT. 8. LESSOR NOT A PARTY. Lessor is not a party to, and shall have no rights, obligations or duties under or in respect of, this Agreement. 9. NOTICES. Any notice or other communication under this Agreement shall be in writing and delivered in person or sent by facsimile, recognized overnight courier or registered or certified mail, return receipt requested and postage prepaid, to the applicable party at its address or facsimile number set forth on the signature page of this Agreement, or at such other address or facsimile number as any party hereto may designate as its address or facsimile number for communications under this Agreement by notice so given. Such notices shall be deemed effective on the day on which delivered or sent if delivered in person or sent by facsimile, on the first (1st) business day after the day on which sent, if sent by recognized overnight courier or on the third (3rd) business day after the day on which mailed, if sent by registered or certified mail. 10. MISCELLANEOUS. This Agreement embodies the entire Agreement between the parties relating to the subject matter hereof. This Agreement may be amended only by an agreement in writing signed by EFM and Lessee. Any provision of this Agreement which is prohibited or unenforceable in any jurisdiction shall, as to such jurisdiction, be ineffective only to the extent of such prohibition or unenforceability without invalidating the remaining provisions of this Agreement or affecting the validity or enforceability of such provisions in any other jurisdiction. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns, except that Lessee may not assign, transfer or delegate any of its rights or obligations under this Agreement without the prior written consent of EFM. This Agreement shall be governed by and construed in accordance with the substantive laws of the State of Missouri (without reference to conflict of law principles). IN WITNESS WHEREOF, EFM and Lessee have executed this Maintenance Agreement as of the day and year first above written. LESSEE: ______________________________________ Signature: ______________________________________ By: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ Attention: ______________________________________ Fax #: ______________________________________ Date Signed: _______________________, ___________ EFM: Enterprise Fleet Management, Inc. Signature: ______________________________________ By: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ Attention: ______________________________________ Fax #: ______________________________________ Date Signed: _______________________, ___________ © 2017 Enterprise Fleet Management, Inc. H02213_MaintAgree Equity Initials: EFM________ Customer________ 398 MASTER EQUITY LEASE AGREEMENT This Master Equity Lease Agreement is entered into this _______ day of _________________, by and between Enterprise FM Trust, a Delaware statutory trust (“Lessor”), and the lessee whose name and address is set forth on the signature page below (“Lessee”). 1. LEASE OF VEHICLES: Lessor hereby leases to Lessee and Lessee hereby leases from Lessor the vehicles (individually, a “Vehicle” and collectively, the “Vehicles”) described in the schedules from time to time delivered by Lessor to Lessee as set forth below (“Schedule(s)”) for the rentals and on the terms set forth in this Agreement and in the applicable Schedule. References to this “Agreement” shall include this Master Equity Lease Agreement and the various Schedules and addenda to this Master Equity Lease Agreement. Lessor will, on or about the date of delivery of each Vehicle to Lessee, send Lessee a Schedule covering the Vehicle, which will include, among other things, a description of the Vehicle, the lease term and the monthly rental and other payments due with respect to the Vehicle. The terms contained in each such Schedule will be binding on Lessee unless Lessee objects in writing to such Schedule within ten (10) days after the date of delivery of the Vehicle covered by such Schedule. Lessor is the sole legal owner of each Vehicle. This Agreement is a lease only and Lessee will have no right, title or interest in or to the Vehicles except for the use of the Vehicles as described in this Agreement. This Agreement shall be treated as a true lease for federal and applicable state income tax purposes with Lessor having all benefits of ownership of the Vehicles. It is understood and agreed that Enterprise Fleet Management, Inc. or an affiliate thereof (together with any subservicer, agent, successor or assign as servicer on behalf of Lessor, “Servicer”) may administer this Agreement on behalf of Lessor and may perform the service functions herein provided to be performed by Lessor. 2. TERM: The term of this Agreement (“Term”) for each Vehicle begins on the date such Vehicle is delivered to Lessee (the “Delivery Date”) and, unless terminated earlier in accordance with the terms of this Agreement, continues for the “Lease Term” as described in the applicable Schedule. 3. RENT AND OTHER CHARGES: (a) Lessee agrees to pay Lessor monthly rental and other payments according to the Schedules and this Agreement. The monthly payments will be in the amount listed as the “Total Monthly Rental Including Additional Services” on the applicable Schedule (with any portion of such amount identified as a charge for maintenance services under Section 4 of the applicable Schedule being payable to Lessor as agent for Enterprise Fleet Management, Inc.) and will be due and payable in advance on the first day of each month. If a Vehicle is delivered to Lessee on any day other than the first day of a month, monthly rental payments will begin on the first day of the next month. In addition to the monthly rental payments, Lessee agrees to pay Lessor a pro-rated rental charge for the number of days that the Delivery Date precedes the first monthly rental payment date. A portion of each monthly rental payment, being the amount designated as “Depreciation Reserve” on the applicable Schedule, will be considered as a reserve for depreciation and will be credited against the Delivered Price of the Vehicle for purposes of computing the Book Value of the Vehicle under Section 3(c). Lessee agrees to pay Lessor the “Total Initial Charges” set forth in each Schedule on the due date of the first monthly rental payment under such Schedule. Lessee agrees to pay Lessor the “Service Charge Due at Lease Termination” set forth in each Schedule at the end of the applicable Term (whether by reason of expiration, early termination or otherwise). (b) In the event the Term for any Vehicle ends prior to the last day of the scheduled Term, whether as a result of a default by Lessee, a Casualty Occurrence or any other reason, the rentals and management fees paid by Lessee will be recalculated in accordance with the rule of 78’s and the adjusted amount will be payable by Lessee to Lessor on the termination date. (c) Lessee agrees to pay Lessor within thirty (30) days after the end of the Term for each Vehicle, additional rent equal to the excess, if any, of the Book Value of such Vehicle over the greater of (i) the wholesale value of such Vehicle as determined by Lessor in good faith or (ii) except as provided below, twenty percent (20%) of the Delivered Price of such Vehicle as set forth in the applicable Schedule. If the Book Value of such Vehicle is less than the greater of (i) the wholesale value of such Vehicle as determined by Lessor in good faith or (ii) except as provided below, twenty percent (20%) of the Delivered Price of such Vehicle as set forth in the applicable Schedule, Lessor agrees to pay such deficiency to Lessee as a terminal rental adjustment within thirty (30) days after the end of the applicable Term. Notwithstanding the foregoing, if (i) the Term for a Vehicle is greater than forty-eight (48) months (including any extension of the Term for such Vehicle), (ii) the mileage on a Vehicle at the end of the Term is greater than 15,000 miles per year on average (prorated on a daily basis) (i.e., if the mileage on a Vehicle with a Term of thirty-six (36) months is greater than 45,000 miles) or (iii) in the sole judgment of Lessor, a Vehicle has been subject to damage or any abnormal or excessive wear and tear, the calculations described in the two immediately preceding sentences shall be made without giving effect to clause (ii) in each such sentence. The “Book Value” of a Vehicle means the sum of (i) the “Delivered Price” of the Vehicle as set forth in the applicable Schedule minus (ii) the total Depreciation Reserve paid by Lessee to Lessor with respect to such Vehicle plus (iii) all accrued and unpaid rent and/or other amounts owed by Lessee with respect to such Vehicle. (d) Any security deposit of Lessee will be returned to Lessee at the end of the applicable Term, except that the deposit will first be applied to any losses and/ or damages suffered by Lessor as a result of Lessee’s breach of or default under this Agreement and/or to any other amounts then owed by Lessee to Lessor. (e) Any rental payment or other amount owed by Lessee to Lessor which is not paid within twenty (20) days after its due date will accrue interest, payable on demand of Lessor, from the date due until paid in full at a rate per annum equal to the lesser of (i) Eighteen Percent (18%) per annum or (ii) the highest rate permitted by applicable law (the “Default Rate”). (f) If Lessee fails to pay any amount due under this Agreement or to comply with any of the covenants contained in this Agreement, Lessor, Servicer or any other agent of Lessor may, at its option, pay such amounts or perform such covenants and all sums paid or incurred by Lessor in connection therewith will be repayable by Lessee to Lessor upon demand together with interest thereon at the Default Rate. Initials: EFM________ Customer________399 (g) Lessee’s obligations to make all payments of rent and other amounts under this Agreement are absolute and unconditional and such payments shall be made in immediately available funds without setoff, counterclaim or deduction of any kind. Lessee acknowledges and agrees that neither any Casualty Occurrence to any Vehicle nor any defect, unfitness or lack of governmental approval in, of, or with respect to, any Vehicle regardless of the cause or consequence nor any breach by Enterprise Fleet Management, Inc. of any maintenance agreement between Enterprise Fleet Management, Inc. and Lessee covering any Vehicle regardless of the cause or consequence will relieve Lessee from the performance of any of its obligations under this Agreement, including, without limitation, the payment of rent and other amounts under this Agreement. 4. USE AND SURRENDER OF VEHICLES: Lessee agrees to allow only duly authorized, licensed and insured drivers to use and operate the Vehicles. Lessee agrees to comply with, and cause its drivers to comply with, all laws, statutes, rules, regulations and ordinances and the provisions of all insurance policies affecting or covering the Vehicles or their use or operation. Lessee agrees to keep the Vehicles free of all liens, charges and encumbrances. Lessee agrees that in no event will any Vehicle be used or operated for transporting hazardous substances or persons for hire, for any illegal purpose or to pull trailers that exceed the manufacturer’s trailer towing recommendations. Lessee agrees that no Vehicle is intended to be or will be utilized as a “school bus” as defined in the Code of Federal Regulations or any applicable state or municipal statute or regulation. Lessee agrees not to remove any Vehicle from the continental United States without first obtaining Lessor’s written consent. At the expiration or earlier termination of this Agreement with respect to each Vehicle, or upon demand by Lessor made pursuant to Section 14, Lessee at its risk and expense agrees to return such Vehicle to Lessor at such place and by such reasonable means as may be designated by Lessor. If for any reason Lessee fails to return any Vehicle to Lessor as and when required in accordance with this Section, Lessee agrees to pay Lessor additional rent for such Vehicle at twice the normal pro-rated daily rent. Acceptance of such additional rent by Lessor will in no way limit Lessor’s remedies with respect to Lessee’s failure to return any Vehicle as required hereunder. 5. COSTS, EXPENSES, FEES AND CHARGES: Lessee agrees to pay all costs, expenses, fees, charges, fines, tickets, penalties and taxes (other than federal and state income taxes on the income of Lessor) incurred in connection with the titling, registration, delivery, purchase, sale, rental, use or operation of the Vehicles during the Term. If Lessor, Servicer or any other agent of Lessor incurs any such costs or expenses, Lessee agrees to promptly reimburse Lessor for the same. 6. LICENSE AND CHARGES: Each Vehicle will be titled and licensed in the name designated by Lessor at Lessee’s expense. Certain other charges relating to the acquisition of each Vehicle and paid or satisfied by Lessor have been capitalized in determining the monthly rental, treated as an initial charge or otherwise charged to Lessee. Such charges have been determined without reduction for trade-in, exchange allowance or other credit attributable to any Lessor-owned vehicle. 7. REGISTRATION PLATES, ETC.: Lessee agrees, at its expense, to obtain in the name designated by Lessor all registration plates and other plates, permits, inspections and/or licenses required in connection with the Vehicles, except for the initial registration plates which Lessor will obtain at Lessee’s expense. The parties agree to cooperate and to furnish any and all information or documentation, which may be reasonably necessary for compliance with the provisions of this Section or any federal, state or local law, rule, regulation or ordinance. Lessee agrees that it will not permit any Vehicle to be located in a state other than the state in which such Vehicle is then titled for any continuous period of time that would require such Vehicle to become subject to the titling and/or registration laws of such other state. 8. MAINTENANCE OF AND IMPROVEMENTS TO VEHICLES: (a) Lessee agrees, at its expense, to (i) maintain the Vehicles in good condition, repair, maintenance and running order and in accordance with all manufacturer’s instructions and warranty requirements and all legal requirements and (ii) furnish all labor, materials, parts and other essentials required for the proper operation and maintenance of the Vehicles. Any alterations, additions, replacement parts or improvements to a Vehicle will become and remain the property of Lessor and will be returned with such Vehicle upon such Vehicle’s return pursuant to Section 4. Notwithstanding the foregoing, so long as no Event of Default has occurred and is continuing, Lessee shall have the right to remove any additional equipment installed by Lessee on a Vehicle prior to returning such Vehicle to Lessor under Section 4. The value of such alterations, additions, replacement parts and improvements will in no instance be regarded as rent. Without the prior written consent of Lessor, Lessee will not make any alterations, additions, replacement parts or improvements to any Vehicle which detract from its economic value or functional utility. Lessor will not be required to make any repairs or replacements of any nature or description with respect to any Vehicle, to maintain or repair any Vehicle or to make any expenditure whatsoever in connection with any Vehicle or this Agreement. (b) Lessor and Lessee acknowledge and agree that if Section 4 of a Schedule includes a charge for maintenance, (i) the Vehicle(s) covered by such Schedule are subject to a separate maintenance agreement between Enterprise Fleet Management, Inc. and Lessee and (ii) Lessor shall have no liability or responsibility for any failure of Enterprise Fleet Management, Inc. to perform any of its obligations thereunder or to pay or reimburse Lessee for its payment of any costs and expenses incurred in connection with the maintenance or repair of any such Vehicle(s). 9. SELECTION OF VEHICLES AND DISCLAIMER OF WARRANTIES: (a) LESSEE ACCEPTANCE OF DELIVERY AND USE OF EACH VEHICLE WILL CONCLUSIVELY ESTABLISH THAT SUCH VEHICLE IS OF A SIZE, DESIGN, CAPACITY, TYPE AND MANUFACTURE SELECTED BY LESSEE AND THAT SUCH VEHICLE IS IN GOOD CONDITION AND REPAIR AND IS SATISFACTORY IN ALL RESPECTS AND IS SUITABLE FOR LESSEE’S PURPOSE. LESSEE ACKNOWLEDGES THAT LESSOR IS NOT A MANUFACTURER OF ANY VEHICLE OR AN AGENT OF A MANUFACTURER OF ANY VEHICLE. (b) LESSOR MAKES NO REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, WITH RESPECT TO ANY VEHICLE, INCLUDING, WITHOUT LIMITATION, ANY REPRESENTATION OR WARRANTY AS TO CONDITION, MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE, IT BEING AGREED THAT ALL SUCH RISKS ARE TO BE BORNE BY LESSEE. THE VEHICLES ARE LEASED “AS IS,” “WITH ALL FAULTS.” All warranties made by any supplier, vendor and/or manufacturer of a Vehicle are hereby assigned by Lessor to Lessee for the applicable Term and Lessee’s only remedy, if any, is against the supplier, vendor or manufacturer of the Vehicle. Initials: EFM________ Customer________400 (c) None of Lessor, Servicer or any other agent of Lessor will be liable to Lessee for any liability, claim, loss, damage (direct, incidental or consequential) or expense of any kind or nature, caused directly or indirectly, by any Vehicle or any inadequacy of any Vehicle for any purpose or any defect (latent or patent) in any Vehicle or the use or maintenance of any Vehicle or any repair, servicing or adjustment of or to any Vehicle, or any delay in providing or failure to provide any Vehicle, or any interruption or loss of service or use of any Vehicle, or any loss of business or any damage whatsoever and however caused. In addition, none of Lessor, Servicer or any other agent of Lessor will have any liability to Lessee under this Agreement or under any order authorization form executed by Lessee if Lessor is unable to locate or purchase a Vehicle ordered by Lessee or for any delay in delivery of any Vehicle ordered by Lessee. 10. RISK OF LOSS: Lessee assumes and agrees to bear the entire risk of loss of, theft of, damage to or destruction of any Vehicle from any cause whatsoever (“Casualty Occurrence”). In the event of a Casualty Occurrence to a Vehicle, Lessee shall give Lessor prompt notice of the Casualty Occurrence and thereafter will place the applicable Vehicle in good repair, condition and working order; provided, however, that if the applicable Vehicle is determined by Lessor to be lost, stolen, destroyed or damaged beyond repair (a “Totaled Vehicle”), Lessee agrees to pay Lessor no later than the date thirty (30) days after the date of the Casualty Occurrence the amounts owed under Sections 3(b) and 3(c) with respect to such Totaled Vehicle. Upon such payment, this Agreement will terminate with respect to such Totaled Vehicle. 11. INSURANCE: (a) Lessee agrees to purchase and maintain in force during the Term, insurance policies in at least the amounts listed below covering each Vehicle, to be written by an insurance company or companies satisfactory to Lessor, insuring Lessee, Lessor and any other person or entity designated by Lessor against any damage, claim, suit, action or liability: (i) Commercial Automobile Liability Insurance (including Uninsured/Underinsured Motorist Coverage and No-Fault Protection where required by law) for the limits listed below (Note - $2,000,000 Combined Single Limit Bodily Injury and Property Damage with No Deductible is required for each Vehicle capable of transporting more than 8 passengers): (ii) Physical Damage Insurance (Collision & Comprehensive): Actual cash value of the applicable Vehicle. Maximum deductible of $500 per occurrence - Collision and $250 per occurrence - Comprehensive). If the requirements of any governmental or regulatory agency exceed the minimums stated in this Agreement, Lessee must obtain and maintain the higher insurance requirements. Lessee agrees that each required policy of insurance will by appropriate endorsement or otherwise name Lessor and any other person or entity designated by Lessor as additional insureds and loss payees, as their respective interests may appear. Further, each such insurance policy must provide the following: (i) that the same may not be cancelled, changed or modified until after the insurer has given to Lessor, Servicer and any other person or entity designated by Lessor at least thirty (30) days prior written notice of such proposed cancellation, change or modification, (ii) that no act or default of Lessee or any other person or entity shall affect the right of Lessor, Servicer, any other agent of Lessor or any of their respective successors or assigns to recover under such policy or policies of insurance in the event of any loss of or damage to any Vehicle and (iii) that the coverage is “primary coverage” for the protection of Lessee, Lessor, Servicer, any other agent of Lessor and their respective successors and assigns notwithstanding any other coverage carried by Lessee, Lessor, Servicer, any other agent of Lessor or any of their respective successors or assigns protecting against similar risks. Original certificates evidencing such coverage and naming Lessor, Servicer, any other agent of Lessor and any other person or entity designated by Lessor as additional insureds and loss payees shall be furnished to Lessor prior to the Delivery Date, and annually thereafter and/or as reasonably requested by Lessor from time to time. In the event of default, Lessee hereby appoints Lessor, Servicer and any other agent of Lessor as Lessee’s attorney-in-fact to receive payment of, to endorse all checks and other documents and to take any other actions necessary to pursue insurance claims and recover payments if Lessee fails to do so. Any expense of Lessor, Servicer or any other agent of Lessor in adjusting or collecting insurance shall be borne by Lessee. Lessee, its drivers, servants and agents agree to cooperate fully with Lessor, Servicer, any other agent of Lessor and any insurance carriers in the investigation, defense and prosecution of all claims or suits arising from the use or operation of any Vehicle. If any claim is made or action commenced for death, personal injury or property damage resulting from the ownership, maintenance, use or operation of any Vehicle, Lessee will promptly notify Lessor of such action or claim and forward to Lessor a copy of every demand, notice, summons or other process received in connection with such claim or action. (b) Notwithstanding the provisions of Section 11(a) above: (i) if Section 4 of a Schedule includes a charge for physical damage waiver, Lessor agrees that (A) Lessee will not be required to obtain or maintain the minimum physical damage insurance (collision and comprehensive) required under Section 11(a) for the Vehicle(s) covered by such Schedule and (B) Lessor will assume the risk of physical damage (collision and comprehensive) to the Vehicle(s) covered by such Schedule; provided, however, that such physical damage waiver shall not apply to, and Lessee shall be and remain liable and responsible for, damage to a covered Vehicle caused by wear and tear or mechanical breakdown or failure, damage to or loss of any parts, accessories or components added to a covered State of Vehicle Registration Connecticut, Massachusetts, Maine, New Hampshire, New Jersey, New York, Pennsylvania, Rhode Island, and Vermont Florida All Other States Coverage $1,000,000 Combined Single Limit Bodily Injury and Property Damage - No Deductible $500,000 Combined Single Limit Bodily Injury and Property Damage or $100,000 Bodily Injury Per Person, $300,000 Per Occurrence and $50,000 Property Damage (100/300/50) - No Deductible $300,000 Combined Single Limit Bodily Injury and Property Damage or $100,000 Bodily Injury Per Person, $300,000 Per Occurrence and $50,000 Property Damage (100/300/50) - No Deductible Initials: EFM________ Customer________401 Vehicle by Lessee without the prior written consent of Lessor and/or damage to or loss of any property and/or personal effects contained in a covered Vehicle. In the event of a Casualty Occurrence to a covered Vehicle, Lessor may, at its option, replace, rather than repair, the damaged Vehicle with an equivalent vehicle, which replacement vehicle will then constitute the “Vehicle” for purposes of this Agreement; and (ii) if Section 4 of a Schedule includes a charge for commercial automobile liability enrollment, Lessor agrees that it will, at its expense, obtain for and on behalf of Lessee, by adding Lessee as an additional insured under a commercial automobile liability insurance policy issued by an insurance company selected by Lessor, commercial automobile liability insurance satisfying the minimum commercial automobile liability insurance required under Section 11(a) for the Vehicle(s) covered by such Schedule. Lessor may at any time during the applicable Term terminate said obligation to provide physical damage waiver and/or commercial automobile liability enrollment and cancel such physical damage waiver and/or commercial automobile liability enrollment upon giving Lessee at least ten (10) days prior written notice. Upon such cancellation, insurance in the minimum amounts as set forth in 11(a) shall be obtained and maintained by Lessee at Lessee’s expense. An adjustment will be made in monthly rental charges payable by Lessee to reflect any such change and Lessee agrees to furnish Lessor with satisfactory proof of insurance coverage within ten (10) days after mailing of the notice. In addition, Lessor may change the rates charged by Lessor under this Section 11(b) for physical damage waiver and/or commercial automobile liability enrollment upon giving Lessee at least thirty (30) days prior written notice. 12. INDEMNITY: To the extent permitted by state law, Lessee agrees to defend and indemnify Lessor, Servicer, any other agent of Lessor and their respective successors and assigns from and against any and all losses, damages, liabilities, suits, claims, demands, costs and expenses (including, without limitation, reasonable attorneys’ fees and expenses) which Lessor, Servicer, any other agent of Lessor or any of their respective successors or assigns may incur by reason of Lessee’s breach or violation of, or failure to observe or perform, any term, provision or covenant of this Agreement, or as a result of any loss, damage, theft or destruction of any Vehicle or related to or arising out of or in connection with the use, operation or condition of any Vehicle. The provisions of this Section 12 shall survive any expiration or termination of this Agreement. Nothing herein shall be deemed to affect the rights, privileges, and immunities of Lessee and the foregoing indemnity provision is not intended to be a waiver of any sovereign immunity afforded to Lessee pursuant to the law. 13. INSPECTION OF VEHICLES; ODOMETER DISCLOSURE; FINANCIAL STATEMENTS: Lessee agrees to accomplish, at its expense, all inspections of the Vehicles required by any governmental authority during the Term. Lessor, Servicer, any other agent of Lessor and any of their respective successors or assigns will have the right to inspect any Vehicle at any reasonable time(s) during the Term and for this purpose to enter into or upon any building or place where any Vehicle is located. Lessee agrees to comply with all odometer disclosure laws, rules and regulations and to provide such written and signed disclosure information on such forms and in such manner as directed by Lessor. Providing false information or failure to complete the odometer disclosure form as required by law may result in fines and/or imprisonment. Lessee hereby agrees to promptly deliver to Lessor such financial statements and other financial information regarding Lessee as Lessor may from time to time reasonably request. 14. DEFAULT; REMEDIES: The following shall constitute events of default (“Events of Default”) by Lessee under this Agreement: (a) if Lessee fails to pay when due any rent or other amount due under this Agreement and any such failure shall remain unremedied for ten (10) days; (b) if Lessee fails to perform, keep or observe any term, provision or covenant contained in Section 11 of this Agreement; (c) if Lessee fails to perform, keep or observe any other term, provision or covenant contained in this Agreement and any such failure shall remain unremedied for thirty (30) days after written notice thereof is given by Lessor, Servicer or any other agent of Lessor to Lessee; (d) any seizure or confiscation of any Vehicle or any other act (other than a Casualty Occurrence) otherwise rendering any Vehicle unsuitable for use (as determined by Lessor); (e) if any present or future guaranty in favor of Lessor of all or any portion of the obligations of Lessee under this Agreement shall at any time for any reason cease to be in full force and effect or shall be declared to be null and void by a court of competent jurisdiction, or if the validity or enforceability of any such guaranty shall be contested or denied by any guarantor, or if any guarantor shall deny that it, he or she has any further liability or obligation under any such guaranty or if any guarantor shall fail to comply with or observe any of the terms, provisions or conditions contained in any such guaranty; (f) the occurrence of a material adverse change in the financial condition or business of Lessee or any guarantor; or (g) if Lessee or any guarantor is in default under or fails to comply with any other present or future agreement with or in favor of Lessor, The Crawford Group, Inc. or any direct or indirect subsidiary of The Crawford Group, Inc.. For purposes of this Section 14, the term “guarantor” shall mean any present or future guarantor of all or any portion of the obligations of Lessee under this Agreement. Upon the occurrence of any Event of Default, Lessor, without notice to Lessee, will have the right to exercise concurrently or separately (and without any election of remedies being deemed made), the following remedies: (a) Lessor may demand and receive immediate possession of any or all of the Vehicles from Lessee, without releasing Lessee from its obligations under this Agreement; if Lessee fails to surrender possession of the Vehicles to Lessor on default (or termination or expiration of the Term), Lessor, Servicer, any other agent of Lessor and any of Lessor’s independent contractors shall have the right to enter upon any premises where the Vehicles may be located and to remove and repossess the Vehicles; (b) Lessor may enforce performance by Lessee of its obligations under this Agreement; (c) Lessor may recover damages and expenses sustained by Lessor, Servicer, any other agent of Lessor or any of their respective successors or assigns by reason of Lessee’s default including, to the extent permitted by applicable law, all costs and expenses, including court costs and reasonable attorneys’ fees and expenses, incurred by Lessor, Servicer, any other agent of Lessor or any of their respective successors or assigns in attempting or effecting enforcement of Lessor’s rights under this Agreement (whether or not litigation is commenced) and/or in connection with bankruptcy or insolvency proceedings; (d) upon written notice to Lessee, Lessor may terminate Lessee’s rights under this Agreement; (e) with respect to each Vehicle, Lessor may recover from Lessee all amounts owed by Lessee under Sections 3(b) and 3(c) of this Agreement (and, if Lessor does not recover possession of a Vehicle, (i) the estimated wholesale value of such Vehicle for purposes of Section 3(c) shall be deemed to be $0.00 and (ii) the calculations described in the first two sentences of Section 3(c) shall be made without giving effect to clause (ii) in each such sentence); and/or (f) Lessor may exercise any other right or remedy which may be available to Lessor under the Uniform Commercial Code, any other applicable law or in equity. A termination of this Agreement shall occur only upon written notice by Lessor to Lessee. Any termination shall not affect Lessee’s obligation to pay all amounts due for periods prior to the effective date of such termination or Lessee’s obligation to pay any indemnities under this Agreement. All remedies of Lessor under this Agreement or at law or in equity are cumulative. 15. ASSIGNMENTS: Lessor may from time to time assign, pledge or transfer this Agreement and/or any or all of its rights and obligations under this Agreement to any person or entity. Lessee agrees, upon notice of any such assignment, pledge or transfer of any amounts due or to become due to Lessor under this Agreement to pay all such amounts to such assignee, pledgee or transferee. Any such assignee, pledgee or transferee of any rights or obligations of Lessor under this Agreement will have all of the rights and obligations that have been assigned to it. Lessee’s rights and interest in and to the Vehicles are and will continue Initials: EFM________ Customer________402 at all times to be subject and subordinate in all respects to any assignment, pledge or transfer now or hereafter executed by Lessor with or in favor of any such assignee, pledgee or transferee, provided that Lessee shall have the right of quiet enjoyment of the Vehicles so long as no Event of Default under this Agreement has occurred and is continuing. Lessee acknowledges and agrees that the rights of any assignee, pledgee or transferee in and to any amounts payable by the Lessee under any provisions of this Agreement shall be absolute and unconditional and shall not be subject to any abatement whatsoever, or to any defense, setoff, counterclaim or recoupment whatsoever, whether by reason of any damage to or loss or destruction of any Vehicle or by reason of any defect in or failure of title of the Lessor or interruption from whatsoever cause in the use, operation or possession of any Vehicle, or by reason of any indebtedness or liability howsoever and whenever arising of the Lessor or any of its affiliates to the Lessee or to any other person or entity, or for any other reason. Without the prior written consent of Lessor, Lessee may not assign, sublease, transfer or pledge this Agreement, any Vehicle, or any interest in this Agreement or in and to any Vehicle, or permit its rights under this Agreement or any Vehicle to be subject to any lien, charge or encumbrance. Lessee’s interest in this Agreement is not assignable and cannot be assigned or transferred by operation of law. Lessee will not transfer or relinquish possession of any Vehicle (except for the sole purpose of repair or service of such Vehicle) without the prior written consent of Lessor. 16. MISCELLANEOUS: This Agreement contains the entire understanding of the parties. This Agreement may only be amended or modified by an instrument in writing executed by both parties. Lessor shall not by any act, delay, omission or otherwise be deemed to have waived any of its rights or remedies under this Agreement and no waiver whatsoever shall be valid unless in writing and signed by Lessor and then only to the extent therein set forth. A waiver by Lessor of any right or remedy under this Agreement on any one occasion shall not be construed as a bar to any right or remedy, which Lessor would otherwise have on any future occasion. If any term or provision of this Agreement or any application of any such term or provision is invalid or unenforceable, the remainder of this Agreement and any other application of such term or provision will not be affected thereby. Giving of all notices under this Agreement will be sufficient if mailed by certified mail to a party at its address set forth below or at such other address as such party may provide in writing from time to time. Any such notice mailed to such address will be effective one (1) day after deposit in the United States mail, duly addressed, with certified mail, postage prepaid. Lessee will promptly notify Lessor of any change in Lessee’s address. This Agreement may be executed in multiple counterparts (including facsimile and pdf counterparts), but the counterpart marked “ORIGINAL” by Lessor will be the original lease for purposes of applicable law. All of the representations, warranties, covenants, agreements and obligations of each Lessee under this Agreement (if more than one) are joint and several. 17. SUCCESSORS AND ASSIGNS; GOVERNING LAW: Subject to the provisions of Section 15, this Agreement will be binding upon Lessee and its heirs, executors, personal representatives, successors and assigns, and will inure to the benefit of Lessor, Servicer, any other agent of Lessor and their respective successors and assigns. This Agreement will be governed by and construed in accordance with the substantive laws of the State of Missouri (determined without reference to conflict of law principles). 18. NON-PETITION: Each party hereto hereby covenants and agrees that, prior to the date which is one year and one day after payment in full of all indebtedness of Lessor, it shall not institute against, or join any other person in instituting against, Lessor any bankruptcy, reorganization, arrangement, insolvency or liquidation proceedings or other similar proceeding under the laws of the United States or any state of the United States. The provisions of this Section 18 shall survive termination of this Master Equity Lease Agreement. 19. NON-APPROPRIATION: Lessee’s funding of this Agreement shall be on a Fiscal Year basis and is subject to annual appropriations. Lessor acknowledges that Lessee is a municipal corporation, is precluded by the County or State Constitution and other laws from entering into obligations that financially bind future governing bodies, and that, therefore, nothing in this Agreement shall constitute an obligation of future legislative bodies of the County or State to appropriate funds for purposes of this Agreement. Accordingly, the parties agree that the lease terms within this Agreement or any Schedules relating hereto are contingent upon appropriation of funds. The parties further agree that should the County or State fail to appropriate such funds, the Lessor shall be paid all rentals due and owing hereunder up until the actual day of termination. In addition, Lessor reserves the right to be paid for any reasonable damages. These reasonable damages will be limited to the losses incurred by the Lessor for having to sell the vehicles on the open used car market prior to the end of the scheduled term (as determined in Section 3 and Section 14 of this Agreement). IN WITNESS WHEREOF, Lessor and Lessee have duly executed this Master Equity Lease Agreement as of the day and year first above written. LESSEE: ______________________________________ Signature: ______________________________________ By: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ Date Signed: _______________________, ___________ LESSOR: Enterprise FM Trust By: Enterprise Fleet Management, Inc. its attorney in fact Signature: ______________________________________ By: ______________________________________ Title: ______________________________________ Address: ______________________________________ ______________________________________ ______________________________________ Date Signed: _______________________, ___________ © 2018 Enterprise Fleet Management, Inc. H02744_Gov Equity Initials: EFM________ Customer________ 403 Acme Auto LeasingAutoFlex AFV, Inc. DBA Clean Cities LeasingAutomotive Rentals, Inc. (ARI)Commercial Vehicle Leasing, LP DBA D&M Leasing Enterprise Fleet Management Merchants Fleet ManagementPossible PointsConformance to Terms/ Conditions to Include Documentation5034 33 43 39 36 43Pricing400247 296 319 305 327 353Financial, Industry and Marketplace Successes7562 58 62 64 68 58Bidder's Ability to Sell/ Service Contract Nationally10071 73 85 80 94 80Bidder's Marketing Plan5038 37 45 42 44 41Value Added Attributes7561 61 67 66 67 57Warranty Coverages and Information5041 36 42 42 44 42Selection and Variety of Products and Services Offered200151 133 172 164 174 169Total Points1000705 727 835 802 854 843Rank Order653412___________________________ ___________________________Chris Robinson, Sourcewell James Voelker, Sourcewell___________________________ _________________________Michael Munoz, Sourcewell Heather Pickett, SourcewellForm GFLEET MANAGEMENT SERVICES DocuSign Envelope ID: BDD7B1CA-2E43-41E4-A98A-32D7EB7729817/25/2018 | 3:44 PM CDT7/25/2018 | 3:45 PM CDT7/26/2018 | 8:02 AM CDT7/26/2018 | 8:10 AM CDT404 Solicitation Process While it is the desire of Sourcewell to meet our members’ procurement requirements, it is ultimately our members’ responsibility to interpret local purchasing laws to determine their own ability to access and utilize Sourcewell contracts. Our rigorous request for proposal (RFP) process is continuously being refined to meet the changing needs of our members. The desired result is a national, competitively solicited procurement and contract process that is not only valued by members but meets or exceeds their requirements—offering exceptional products and services from nationally acclaimed vendors. 1. Identify Member Needs and Research Solutions Sourcewell identifies areas of need through daily member interactions and advisory committees, then researches the best approach for each offering. 2. Seek Authorization from Sourcewell's Board of Directors After establishing the existence of member needs and a viable industry solution, permission from the publicly elected Sourcewell Board of Directors is sought to officially begin the development of the solicitation and overall procurement process. 3. Draft Solicitation, Public Advertisement, and Notice Our solicitation document is the cornerstone of cooperative contract purchasing. The consistency of the solicitation document, its response forms and evaluation criteria, are some of our greatest assets. Sourcewell advertises each RFP: • In print and online: Salt Lake News (Utah), USA Today (National), Daily Journal of Commerce (Oregon), The State (South Carolina) • On the Sourcewell website • On e-commerce sites: Biddingo, MERX, Onvia, PublicPurchase We also notify each state procurement department for re-posting of the solicitation within their system at their option. 4. Conduct Pre-Proposal Conference, Followed by Receipt of Responses Proposers are typically given five to six weeks from the advertisement of the RFP to respond. A Pre-Proposal Conference is conducted to answer questions and provide clarification. An addendum may be issued as necessary. For accuracy, Sourcewell time and date stamps each Proposal immediately upon receipt at our office in Staples, MN. Sourcewell conducts a public opening of the proposals received at the time, date, and place specified in the RFP. 5. Evaluate Responses Evaluation begins at the proposal opening by determining the responsiveness of each proposal. The final evaluation is conducted using the “Proposal Evaluation” form defined in the RFP (Form G). Click here for an example. 6. Provide Recommendation to Chief Procurement Officer (CPO) Recommendations of the evaluation committee are presented to the CPO for final review and possible award. The CPO has the final authority to issue or deny a procurement contract. 7. Award Vendors Upon approval by the CPO, the recommended vendor is awarded a four-year contract term with the potential for an additional one-year extension at the discretion of Sourcewell. The Procurement Department sends Notice of Award or Non-Award to all respondents via email. 405 Sourcewell Page 2 of 2 8. Posting and Reviewing Approved Contract Documents A complete procurement file is maintained by Sourcewell, and contract documentation is posted on our website for review by our members and are periodically reviewed for compliance and effectiveness. Vendors are allowed to seek price and product changes upon the approval from Sourcewell. 406 City Council Item October 25, 2021 Item Review Impact of Franchise Fee on the Financial Sustainability of the City’s Pavement Management Program File No.PW425 Item No: H.3 Agenda Section GENERAL BUSINESS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION No Action - Presentation and Discussion item only Motion Type N/A Strategic Priority Financial Sustainability SUMMARY Staff will give a presentation about how implementing the Franchise Fee has and will effect the Pavement Management Program (PMP). BACKGROUND The Franchise was first considered by the City Council in November of 2018 but was ultimately not approved. The Franchise Fee was revisited and passed in October of 2019. Franchise Fee Revenue started to get collected in March 2020. An Overall Condition Index (OCI) map of the City's local streets circa 2020 is attached for reference. Also attached is the draft five-year Street Improvement CIP (2022-2026). DISCUSSION 407 Topics of the presentation will include: What is the goal of the Franchise Fee revenue A status update on the overall PMP Open discussion will occur during and after the Staff presentation. BUDGET N/A RECOMMENDATION N/A ATTACHMENTS Chanhassen Streets OCI Map Streets 5-Year CIP - 2022-2026 - DRAFT 5-year Financial Plan PMP Fund 10.25.21 408 MinnewashtaLake Lake Minnetonka Lake Minnetonka ChristmasLake LakeAnn LakeLucy LotusLake LakeSusan RiceMarsh LakeRiley HazeltineLake ?«A@ ?«A@ GsWX GqWX GqWX GqWX GïWX GïWX GrWX GrWX GoWX )z )z )z GnWX GnWX G`WX GÇWX GÇWX GÇWX GÏWX GÏWX GïWXGiWXGiWX GoWX GnWX ?ÌA@ ?ÌA@ ?ÌA@ ?ÌA@ ?©A@ ?«A@ ?©A@ GïWX GÈWX RiceLake GqWX GqWX ?ûA@ ?ûA@ ?©A@ ST117 ST117 LakeDrEPondPro m e n ade HawthorneCir Great Plains BlvdPowers BlvdW 78th St W 78thSt L y m a n Blv d Corporate Pl AudubonRdW79thS t B lu ebonnetBlvdAudubon RdChaskaRdCentury BlvdDogwoodRdLaredo DrW 96th St KiowaTrlLakeSusanHillsDrOakside Cir M a r k e t S t Lake Dr LakeDrW P a rk R d Pio neer Trl P io n e e r T r l BluffCreek Dr KerberBlvdW 78th St EagleRidgeRdLyman Blvd Pontia c L n Sunset TrlAutumnRidgeAveRiley CurveNi c h olasWayStoughtonAveHighw ood Dr Mission HillsWay EUnnamedPle a s a n tViewRdWashtaBayRd H o lly L n Mar k e t BlvdGalpinBlvdStr a wberry Ln F ly in g C lo u d D rLakeRileyDrChoctaw CirPipewoodCurveRojina LnKings Rd R o sewoodDrMission H i l ls W a y W Hesse Farm Cir Eagle CtMurrayHillRdDogwoodAveUnnamedRubyLn Harvest Way SuffolkDrMinnewashtaPkwySantaV eraD rC o ac h DrMi llCreekLnLake Lucy Rd Unnam edDakotaAve Hunters Ct C h e y e n n e S p u r Henry CtDelphinium LnGunflint Ct E x c e ls io r B lv d YosemiteAveLake Lucy Rd RockburnRd Vogelsberg TrlLeslee Curve Miranda WayM illsDr Spring Creek Dr Deerfoot Trl Southwest VillageD r Hawkcrest Ci rW86th StLakewayDr DeglerCirW as hin gto n Cir Harrison Hill Ct Unnamed P inehurst Dr TopazDr EllendaleLnMulbe rryCir Cen t uryTrl C r e e k v i e w C t Pioneer CirLongacresDr CommerceDrVillage Cir Bigho rnDrD akota LnM a r s h DrAlder Way Rive r R o ck DrS SShoreDrVillage Ct H ig h cre st C irMeadow LnM occasinTrl Vi l l age St L a k eviewRdEV illa g e L n Crestview DrBlue Sage Ln E FrontierTrlM erry PlBluffViewCt C o u lter Blvd WatersEdgeDrErieAveNapa Dr S ierraTrlChicory WayHighover Ct SMelody Hill Rd B arb a raCtRedwingLn Stone CreekDrUnnamed Chaska Blvd Mission HillsLnForest CirUtica LnRed Cedar CoveValley View Ct Saddlebrook CurveDove C tOs preyLnStratford Ln FlamingoDrTecumsehLnSaratogaDr Stratf ordRidgePowers BlvdSinnen Cir G u n flintTrlLoneCedarCir Teton LnHickoryRd ShoreDr Egret CtChanhassenHills Dr N Nez Perce CtHighoverDr OxbowB endL a k e HarrisonCir Da k ota C ir 77th St W A s h to n Ct ValleyRidge T rlSBluebil lTrlMelodyHill Pr a irieFlo werBl v dS Cedar DrM e lo d y LnNorthwood CtRidgeview PointCountryOaksDr W illo w C reekO r c h a r d LnHem lock W ay Western Dr Tim b erwood Dr W 76th St CheyenneAvePleasantViewWayAlisa LnHidden CtBuckingwoodCtCreekwoodDr Blackbird CtSaddlebrook TrlF re e d o m LnGreenbr i ar AvePim aLnCan te rb u ry C irFawnHillC t W 62nd St Chan View TrailsEndRdChesterfield Ln Fox DrBarberry Ci rRidgevie wWa y Crestv iew Cir Ca ctusCu rveBluffCreekB lv d Mel odyHillCirBrinker St Autumn Ridge LnBriarwoodCtM allory C t WLakeDrTanagers PointI b i s CtHeartland Ct A mberwoodLn Heron D rRedman LnIndianHill RdPark Ct Maplewood TerraceForner Ln 63rd St W Sunn y v a le D r S tel l erCir Br ettonWa yM aplew ood CirQuinnRd A p p l e T r e e LnH arris o nHillTrl Highway 5 Park DrValleyViewPlBe aco nCtChur ch RdCrossroadsBlvdDa r t m o u th Dr LakeLucy Ln Vinela ndCtFoxfordRdPineview Ct N ManorR d Troendle CirKoehnen Cir Del RioDrUnnamedS S horeCtLyman Ct F ly in g C lo u d D rCheyenneTrl VassermanPl ErieCirBentBowTrl CascadePass ArboretumDr KnobHillL n Hawkcrest CtDakotaAve Ca n yonCurveReflections RdIronwood Rd HillStStonegate RdPo n ti acCir Wynsong Ln HillsdaleCt Cones togaTrlTrap lin e Ln Pawnee DrStoneCreekLn W Chaparral Ln StrattonCt Glendale Dr Bluff CirUticaTerr a c e L a n d in gsDrUp la n d Cir Bellevue CtBruleCirTrotte rsCirSommergate M ohawkDrMandan CirHunterDr GoldenCt M a g g ieW a y82nd St E IroquoisPipewoodL n 64th St WW 65th St McGlynn Dr County Rd 101 Baneberry Way W LakeRileyTrl Lukewood Dr Red Oak Ln HighoverLnMarshland TrlLongviewCirAlisaCtShadowLn HuronTig uaLnLilac Ln Arboretu m B lvd S t o n e Cree k LnEWFarm RdCrossroads Ct KiowaF o x H ill D r P a r kPl Grandview RdPointeLakeLucyWoodhill Dr Mou n t ain W ayDrakeCtBren d e n Ct WL a keCtChesMarDr LakeRileyBlvdArboretumB lv d Sunridg eCtHomesteadLn Butte Ct Lot u s Trl Majest i c Way Galpin C t Crestview Dr FirTreeAveNB a y DrHummingbird RdShawneeLnCr i msonBayRdWaterTower Pl MulberryCirESandyHoo k CirQuattroD r H e i d i LnPrese rveCtChesMarFarmRd MotorplexCtTanadoona Dr LakeH arrison Rd 78th St W StonefieldLnElmTreeAveMeadowlar k LnS u mmerfield Dr Unnamed L a k o ta Ln Chan hassenHillsDrSRidgeRdWestwoodDrD e e rb ro okDrBrid leCreekT r l Bould erRdW 8 2 n d S t Main StLakeAnnPark Dr Hesse Farm Rd Flying CloudDrLakerid ge RdHeidiLnW FarmRd Main StH e s s e F a r mRd 1 inch = 3,200 Ft Document Path: K:\015921-000\GIS\Maps\Chanhassen_2020_Streets_OCI.mxd Date Saved: 9/14/2020 8:08:18 AMPavement ManagementCity of Chanhassen, Minnesota Private RoadsOverall Condition Index (OCI) Poor (0.0 - 49.99) Fair (50.00 - 74.99) Satisfactory (75.00 - 84.99) Good (85.00 - 100.00)Annual Pavement Survey Area 2018 2019 2020 2020 Streets Overall Condition Index (OCI)0 3,200Feet¯ 409 ############################################################# # # ##################################################################################### 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 ST15 ST14 ST17 ST61 ST18 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 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 SA101 SA7 SA41 SA5 SA101 SA41 SA5 )212 )212 GreatPla in s B lvdPowers BlvdLyman Blvd AudubonRdChanhassen RdArboretumBlvd ArboretumBlvd PioneerTrl GreatPlain s B lvdGalpinBlvdH a z e ltin e B lv d MarketBlvdPowers BlvdFl yi ng CloudDr ST101 ST101 GH117 Date Created: 7/1/2021 Document Path: K:\Departments\Engineering\CIP\2022-2026\CIP_5Year_2022-2026.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP - Streets (2022-2026) City of Chanhassen Legend 2022 2023 2024 2025 2026 2022 - Municipal State Aid (MSA) 2023 - Municipal State Aid (MSA)### ### ###2023 - County/State Project ### ### ###2024 - County/State Project ### ### ###2025 - County/State Project 410 Pavement Management Program (PMP) Fund Five‐Year Financial Plan Fund 601 Proposed Projected 2018 2019 2020 Adopted Amended Estimate 2022 2023 2024 2025 2026 SOURCE OF FUNDS Property taxes 384,838 381,223 728,523 930,000 900,000 900,000 900,000 900,000 900,000 900,000 900,000 Other taxes ‐ franchise fees ‐ ‐ 1,648,893 1,864,000 1,864,000 1,857,000 1,860,000 1,860,000 1,860,000 1,860,000 1,860,000 Intergovernmental ‐ MSA Maint allo ‐ ‐ ‐ 298,264 298,264 298,264 348,000 358,440 369,193 380,269 391,677 Intergovernmental ‐ MSA 320,525 1,045,247 1,392,456 894,792 894,792 894,792 1,050,000 1,081,500 1,113,945 1,147,363 1,181,784 MSA Advanced/Carryforward from P ‐ ‐ ‐ ‐ ‐ ‐ ‐ 1,000,000 ‐ (1,000,000) ‐ Other Intergovernmental ‐ ‐ ‐ ‐ ‐ ‐ ‐ 7,700,000 2,760,000 ‐ ‐ Taxes & MSA 705,363 1,426,470 3,769,872 3,987,056 3,957,056 3,950,056 4,158,000 12,899,940 7,003,138 3,287,632 4,333,461 Special assessments Repayments 462,425 595,324 464,021 265,000 265,000 265,000 208,000 177,000 126,000 88,000 88,000 Special Assmts / Bond Proceeds ‐ ‐ ‐ ‐ 1,440,000 1,440,000 1,736,000 2,400,000 1,640,000 1,680,000 1,720,000 Investment income 52,617 54,461 57,536 45,000 45,000 45,000 37,205 46,977 30,997 45,178 49,566 Transfer from other funds General fund ‐ 496,459 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Water fund* 144,003 578,477 1,119,300 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Sewer fund* 21,742 258,810 171,329 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Surface Water Management* 187,398 469,451 272,644 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Sources of Funds 1,573,548 3,879,452 5,854,702 4,297,056 5,707,056 5,700,056 6,139,205 15,523,917 8,800,135 5,100,810 6,191,027 USE OF FUNDS Capital Improvements City Funded 1,357,120 1,862,000 175,756 2,160,000 2,160,000 2,160,000 2,962,000 2,842,000 2,822,000 2,782,000 2,670,000 Assessed Project Costs 250,000 316,383 165,000 1,440,000 1,440,000 1,440,000 1,736,000 2,400,000 1,640,000 1,680,000 1,720,000 MSA Funded Projects ‐ ‐ 3,480,353 2,558,000 1,055,000 1,055,000 464,000 4,180,000 160,000 200,000 700,000 Utility funded Projects * 353,143 1,306,738 1,563,273 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Other Agency Funded ‐ ‐ ‐ ‐ ‐ ‐ ‐ 7,700,000 2,760,000 ‐ ‐ TOTAL USE OF FUNDS 1,960,263 3,485,121 5,384,382 6,158,000 4,655,000 4,655,000 5,162,000 17,122,000 7,382,000 4,662,000 5,090,000 FUND BALANCE Net change (386,715) 394,331 470,320 (1,860,944) 1,052,056 1,045,056 977,205 (1,598,083) 1,418,135 438,810 1,101,027 Fund Balance ‐ Beginning 2,190,540 1,803,825 2,198,156 2,668,476 2,668,476 2,668,476 3,720,532 4,697,737 3,099,655 4,517,789 4,956,600 FUND BALANCE ‐ ENDING 1,803,825 2,198,156 2,668,476 807,532 3,720,532 3,713,532 4,697,737 3,099,655 4,517,789 4,956,600 6,057,627 MINIMUM FUND BALANCE TARGETS 50% Following year's budget 1,399,429 2,692,191 3,079,000 1,481,000 1,481,000 1,481,000 1,421,000 1,411,000 1,391,000 1,335,000 1,140,000 Fund balance above (below) target 404,397 (494,035) (410,524) (673,468) 2,239,532 2,232,532 3,276,737 1,688,655 3,126,789 3,621,600 4,917,627 * For the future utility infrastructure will be coded to Enterprise fund directly Actuals 2021 Budget 411 City Council Item October 25, 2021 Item Census Results File No.Item No: K.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Bob Generous, Senior Planner Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY Staff previously provided preliminary Census data to City Council. Staff has added the only other additional data available: Race and Housing occupancy status. Only the apportionment results and redistricting data are available. In 2022, staff will provide City Council with more detailed information as it becomes available. BACKGROUND DISCUSSION 2020 Census Apportionment Results Apportionment is the process of dividing the 435 memberships, or seats, in the U.S. House of Representatives among the 50 states. At the conclusion of each decennial census, the results are used to calculate the number of seats to which each state is entitled. 412 Subjects: Resident population, overseas population, and apportionment population Geographic Detail: 50 States, the District of Columbia, and Puerto Rico Access: 2020 Census Apportionment Results Date: Released April 26, 2021 Redistricting Data Summary File (P.L. 94-171) Public Law 94-171 directs the Census Bureau to provide the data that may be used for redistricting to the governors and the officers or public bodies having responsibility for redistricting in each of the 50 states. This product is the first from the 2020 Census that includes demographic and housing characteristics about detailed geographic areas including states, counties and places. Subjects: Voting age, race, Hispanic or Latino origin, housing occupancy status, group quarters population by major group quarters type Lowest level of geography: Census block Access: FTP site in August (links to data files and support materials are available on the Decennial Census P.L. 94-171 Redistricting Data Summary Files page); data.census.gov on September 16 Date: Released on FTP August 12, 2021; the same data released on data.census.gov on September 16, 2021 Demographic Profile This product will provide selected demographic and housing characteristics about local communities. Subjects: 5-year age groups, sex, race, Hispanic or Latino origin, household type, relationship to householder, group quarters population, housing occupancy, housing tenure Lowest level of geography: Places and minor civil divisions (MCDs) Access: data.census.gov Date: Tentatively 2022 Demographic and Housing Characteristics File (DHC) The DHC will include some of the demographic and housing tables previously included in the 2010 Census Summary File 1 (SF1). Subjects: Age, sex, race, Hispanic or Latino origin, household type, family type, relationship to householder, some subjects provided for major OMB race/ethnicity groups, group quarters population, housing occupancy, housing tenure Access: data.census.gov Lowest level of geography: To be determined Date: Tentatively 2022 Detailed Demographic and Housing Characteristics (Detailed DHC) The Detailed DHC will provide population counts, as well as demographic and housing statistics for detailed racial and ethnic groups, and American Indian and Alaska Native tribes and villages. These 413 types of statistics were previously included in the 2010 Census Summary File 2 (SF2) and the 2010 American Indian and Alaska Native Summary File (AIANSF). In addition, the Detailed DHC will include a few tables from the 2010 Summary File 1 (SF1) that are not included in the DHC. Subjects: Detailed racial and ethnic groups, American Indian and Alaska Native tribes and villages, and complex person and household join tables (e.g., population in occupied housing units) not included in DHC. Access: data.census.gov Lowest level of geography: To be determined Date: To be determined BUDGET RECOMMENDATION ATTACHMENTS 2020 Census Preliminary Data and Historical 414 2020 Census 1970 1980 1990 2000 2010 2020 2030 2040 POPULATION 4,879 6,359 11,732 20,321 22,952 25,947 31,700 37,100 HOUSEHOLDS 1,349 2,075 4,168 6,914 8,354 9,645 11,900 14,000 EMPLOYMENT 900 2,102 6,250 9,350 13,000 13,644 17,000 18,400 PERSONS PER HOUSEHOLD 3.62 3.06 2.92 2.94 2.75 2.68 2.66 2.65 Population: Census 1970, 1980, 1990, 2000, 2010, 2020;Metropolitan Council Estimates 2030 & 2040 Households: Census 1070, 1980, 1990, 2000, 2010, 2020; Metropolitan Council Estimates 2030 & 2040 Employment: Metropolitan Council - 5,000 10,000 15,000 20,000 25,000 30,000 35,000 40,000 1970 1980 1990 2000 2010 2020 2030 2040 Demographics POPULATION HOUSEHOLDS EMPLOYMENT PERSONS PER HOUSEHOLD 415 2020 Census RACE Number Percent White 22,095 85.2% Black or African American 360 1.4% American Indian and Alaskan Native 46 0.2% Asian 1,608 6.2% Native Hawaiian and othe Pacific Islander 5 0.0% Some other Race 354 1.4% Two or more Races 1,479 5.7% Total 25,947 HOUSING Occupied 9,644 96.2% Vacant 376 3.8% Total 10,020 - 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 1970 1980 1990 2000 2010 2020 2030 2040 PERSONS PER HOUSEHOLD 416 City Council Item October 25, 2021 Item Fringe Business District Reclassifying Conditional Uses as Interim Uses Next Steps File No.Item No: K.2 Agenda Section CORRESPONDENCE DISCUSSION Prepared By MacKenzie Young-Walters, Associate Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY BACKGROUND During the October 11, 2021 City Council work session staff recommended that the City Council consider amending the BF district to reclassify many of the listed conditional uses as interim uses. The goal of this change would be to ensure that parcels in this area have minimal barriers to redeveloping at their highest and best use once sewer and water becomes available. The City Council instructed staff to provide additional information on which parcels would be impacted, what uses are present in the area, and to develop an outreach plan to discuss to proposed amendment with area stakeholders. DISCUSSION Staff has attached a map along with a spreadsheet showing which parcels are located within the BF district and listing the current use (to the best of staff’s knowledge) of each parcel. Of the 18* parcels, 417 15 are in private ownership. Of those 15, 6 are smaller parcels, less than one acre in size, currently being used for single-family homes. Of the remaining 9 parcels, 4 are businesses operating under an existing CUP or continuing a nonconforming use, 4 were formally used for a business but are currently not in commercial use, and 1 parcel is undeveloped. Staff anticipates that the proposed changes would have minimal to no impact on the single-family home owners or currently operating businesses, and that it would have the strongest impact on the vacant business sites and undeveloped parcel. Note: The map identifies 16 areas rather than 18 the two parcels labeled collectively as 7 and the two labeled collectively as 8 were formerly a commercial kennel and automotive dealer, respectively. BUDGET RECOMMENDATION In order to inform the property owners of the proposed change and solicit feedback, City staff will contact them by mail to inform them of the proposed change and invite them to an open house review the proposed change and long-term plans for the area. Staff will relay the results of this meeting to City Council and, assuming the City Council directs staff to move forward with the proposed amendment, staff would subsequently notify all property owners by mail of the date and time of the public hearing. ATTACHMENTS Map BF Parcels and Uses 418 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 419 Map #PID Address Owner Mailing Address 1 250340111 1900 Stoughton TKG III Chaska LLC 215 N Stadium Blvd, STE 207 Columbia, MO 65205 2 250030600 1930 Stoughton Ave Richard Wermerskirchen 1930 Stoughton Ave, Chaska, MN 55318 3 250030400 1910 Stoughton Ave Dale Schultz 1910 Stoughton Ave, Chaska, MN 55318 4 250340300 1805 Stoughton Ave Carlton Solberg 1805 Stoughton Ave, Chaska, MN 55318 5 250351310 None State of MN-DNR* 500 Lafayette RD, St Paul, MN 55155 6 250351300 780 Flying Cloud Drive Skip S. Cook 15506 Village Woods Drive, Eden Prairie, MN 55347 7 256010010 10500 Great Plains Blvd PCH Development LLC PO Box 94 Shakoppe, MN 55379 7 256010020 10520 Great Plains Blvd PCH Development LLC PO Box 94 Shakoppe, MN 55379 8 250362700 None Larry Hopfenspirger 2720 Quaker Ln N, Plymouth, MN 55441 8 250363700 615 Flying Cloud Drive 615 Flying Cloud Drive LLC 2025 Nicollet Ave #203 Minneapolis, MN 55404 9 250361300 608 Flying Cloud Drive 608 Flying Cloud LLC 608 Flying Cloud Drive, Chaska, MN 55318 10 257980010 550 Flying Cloud Drive P R Kelly Properties LLC 13991 Kensington Ave NE, Prior Lake, MN 55372 11 250361000 None State of MN-DNR** 500 Lafayette RD, St Paul, MN 55155 12 250362800 470 Flying Cloud Drive Michael Spiess 470 Flying Cloud Drive, Chaska, MN 55318 13 250363100 460 Flying Cloud Drive Alvin Lebens 460 Flying Cloud Drive, Chaska, MN 55318 14 250360710 450 Flying Colud Drive Daniel Thiessen 450 Flying Cloud Drive, Chaska, MN 55318 List of Properties Zoned Fringe Business District 420 15 250360700 220 Flying Cloud Drive Beatrice I Zwiers IRREV TRUST 11111 Deuce Rd, Elko, MN 55020 16 250360500 None City of Chanhassen PO Box 147, Chanhassen, MN 55317 * ** Lower rectanglear portion will be County ROW, upper trinagle section will likely go to City. Is now County ROW, GIS is has not yet been updated to reflect that. 421 Current Use 2040 Land Use Warehousing/Outdoor Storage (CUP/IUP)Office Industrial Single Family Res. (Permited)Office Industrial Single Family Res. (Permited)Office Industrial Single Family Res. (Permited)Office Industrial Open Space Mixed Motel (Legal Non-Conformity)Mixed Vacant (Formerly Commerical Kennel CUP)Mixed Vacant (Formerly Commerical Kennel CUP)Mixed Automotive dealers CUP Agriculture Automotive dealers (CUP)Park and Open Space Automotive dealers (CUP)Residential High Density Warehousing/Outdoor Storage (CUP)Residential High Density Open Space Residential High Density Single Family Res. (Permited)Residential High Density Single Family Res. (Permited)Residential High Density Single Family Res. (Permited)Residential High Density List of Properties Zoned Fringe Business District 422 Open Space Residential High Density Open Space Residential High Density 423 City Council Item October 25, 2021 Item Letter of Support for HF 1544 File No.Item No: K.3 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Information only. Motion Type N/A Strategic Priority Asset Management SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Letter to Fue Lee in support of HF1544 424 October 18, 2021 Committee Chair Rep. Fue Lee 485 State Office Building 100 Rev. Dr. Martin Luther King Jr. Blvd. Saint Paul, MN 55155 Dear Committee Chair Rep. Fue Lee: The City of Chanhassen thanks you for visiting Carver County to learn more about a project that would have a positive impact on the region’s transportation system. HF1544 seeks $10 million in state funding to allow the construction of 82nd Street to move forward. Currently, 82nd Street is a dirt road and the final gap in County Road 18. The road is not adequate or safe to serve as an alternative to Highway 5, even though many people currently use it to avoid traffic. Highway 5 serves over 27,000 vehicles per day on a two-lane roadway, creating significant congestion. As a result, the crash rate is 2.5 times higher than the state average. Additionally, Highway 5 lacks consistent bicycle and pedestrian routes which limits alternative modes of transportation. If Highway 5 is to be reconstructed as planned, a safe and functional alternative to reroute traffic during construction is required. Upgrading 82nd Street would provide that needed alternative. The road is not within the City of Chanhassen. The city does not have available funds to contribute to this regional project. Because the project will have wide reaching benefits including connecting major cities like Eden Prairie, Chanhassen, Chaska, Victoria, Waconia, and Norwood Young America, state funding is appropriate. Thank you for your support to create a safe and well-designed roadway that will benefit the entire region. Sincerely, Elise Ryan Mayor 425