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09-09-2024 City Council Agenda and PacketA.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 Presentation of Preliminary 2025 Levy and General Fund Budget A.2 Highway 5 Project Update A.3 Bluff Creek Drive Development Concept Update A.4 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Teen Volunteer Recognition 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 Work Session Minutes dated August 26, 2024 D.2 Approve City Council Minutes dated August 26, 2024 D.3 Receive Commission on Aging Minutes dated July 19, 2024 D.4 Receive Park and Recreation Commission Minutes dated June 25, 2024 AGENDA CHANHASSEN CITY COUNCIL MONDAY, SEPTEMBER 9, 2024 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.5 Receive Planning Commission Minutes dated July 16, 2024 D.6 Receive Planning Commission Work Session Minutes dated August 20, 2024 D.7 Approve Claims Paid dated September 9, 2024 D.8 Approve Temporary On-Sale Liquor License for The Grief Club of Minnesota for their Healing Hearts Soiree Event on September 19, 2024 D.9 Recreation Center Driveway and Stormwater Improvements D.10 Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 1522 Mills Drive 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.PUBLIC HEARINGS F.1 Resolution 2024-XX; Accept Feasibility Study, Conduct Public Hearing, and Authorize Preparation of Plans and Specifications for the Sanitary Sewer Lift Station No. 33 Improvement Project, Project No. 08-09 F.2 Resolution 2024-XX: Approve Vacation of Public Drainage and Utility Easements within the Roers property development G.GENERAL BUSINESS G.1 Resolution 2024-XX; Approve an intersection control measure or an improved pedestrian crossing on Minnewashta Parkway at Kings Road G.2 Preliminary 2025 Levy and General Fund Budget H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS I.1 Quarterly Financial Report J.CORRESPONDENCE DISCUSSION K.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 2 required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item September 9, 2024 Item Presentation of Preliminary 2025 Levy and General Fund Budget File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION Staff will review the 2025 preliminary General Fund budget and review options for the preliminary 2025 levy. Council's goal has been to adopt a preliminary levy at the September 9, 2024, council meeting. If more time is needed, the preliminary levy can be adopted at the September 23, 2024, council meeting. BUDGET 4 RECOMMENDATION ATTACHMENTS Memo - Prelim 2025 Budget and Levy Discussion September 9, 2024 5 1 Date: September 9, 2024 To:Mayor and Council Members From: Kelly Grinnell, Finance Director Re:Preliminary 2025 Budget & Levy Discussion 2025 General Fund Budget The city council has met twice in work session to review the 2025 preliminary General Fund budget. Since the June and August work sessions staff has continued to refine the 2025 General Fund budget. There were several items pending that are now known. Staff has also incorporated some of the options discussed at the last work session for the budget surplus. Wages and Benefits The current union contract is in effect through 2025. The contract calls for a 3% COLA for union employees, therefore a 3% COLA would be budgeted for all FTEs. A survey of metro area comparable and neighboring cities found an average of 3.23% for a COLA. Eligible employees will also receive a step increase of 3%. The City issued an RFP for health insurance this year (this is required by state statute every five years). The results of the RFP were very favorable, with our current provider offering the best proposal with a 5% reduction in premium. We had originally budgeted a 10% increase and have $30,000 in assigned fund balance (if premiums were significantly higher than expected). For 2026, our current provider is offering a 15% maximum rate increase, so staff recommends keeping $30,000 in assigned fund balance for 2026. There is currently a vacant position for a Senior Planner and staff has budgeted to replace this position with a Facilities Maintenance Technician position. Staff is also tentatively recommending adding a Parks Maintenance Operator position on July 1, 2025. This adds approximately $50,000 to the budget. Staff will provide metrics on the need for this position at a future meeting. With these changes, the overall wages and benefits portion of the 2025 General Fund budget is increasing by 2.0%, or $173,498, from $8,532,155 to $8,705,653. Other Expenses Other expenses for the 2025 General Fund budget are expected to increase 5.7%, from $7,121,196 to $7,528,215. Some of the significant changes include: AI Madison Software - $25,000 No election in 2025 – decrease in budget from 2024 of $33,000 Carver County Sheriff’s Contract – up $171,448, a 6.9% increase, compared to 12.5% in 2024 and 8.4% in 2023 There is no required municipal contribution to the Fire Relief Association – In June we had $50,000 included Wildlife population management - $10,000 budgeted – this amount will likely increase in future years, as the city will be limited in what can be done in 2025 due to regulations Lifeguard Contract - $40,000 is included, but may not be needed – staff will review how the season at Lake Ann went without lifeguards in 2024 and make a recommendation to council 6 2 Solar Garden rate credits – due to rate change from MN Public Utilities Commission we will likely lose most of our credit, which is about $46,200 among all funds for 2025. The change takes effect in April 2025. The impact on the General Fund is about $19,000 for 2025 and $34,000 for 2026. Other funds affected include the Water and Sewer Funds. The impact on the Water Fund is about $19,000 for 2025 and $31,000 for 2026. The impact on the Sewer Fund is about $8,000 for 2025 and $14,000 for 2026. Overall Expenses Total expenses for the current draft of the 2025 General Fund budget are $16,233,867, up 3.7%, or $580,518, compared to $15,653,350 for 2024. Revenues Total revenues for the current draft of the 2025 General Fund budget are $16,244,100, up 3.2%, or $500,750, compared to $15,743,350 for 2024. Most of the increase is due to a 3.5% increase in the General Fund levy, which adds $419,000. Fire aid is expected to increase by $40,000. Investment income is projected to increase by $50,000. Budget Surplus The current budget draft shows a budget surplus of about $10,000, compared to a $74,000 surplus in August. Staff presented four options for use of the surplus in August and has incorporated the following: Option Suggestion on 8/26/2024 Current Recommendation 1 Reduce General Fund levy by $74K, lowers property tax levy increase from 7.1% to 6.6% Reduce General Fund levy by $55K, increase Capital Vehicle & Equipment fund levy by $27K, lowers property tax levy increase from 7.1% to 6.90% 2 Add a contingency line item to the budget for $74K Contingency of $25K added – provides flexibility for unexpected opportunities or expenses 3 Add an FTE – Parks Maintenance Operator to start 7/1/2025 Added an FTE – Parks Maintenance Operator to start 7/1/2025 - $50K 4 Reduce General Fund levy by $74K, but increase Capital Vehicle & Equipment fund levy by $74K Reduce General Fund levy by $55K, increase Capital Vehicle & Equipment fund levy by $27K, lowers property tax levy increase from 7.1% to 6.90% 2025 Other Funds The City has several other budgeted funds, including special revenue funds and capital project funds. Staff is working on updates to the Capital Improvement Plan (CIP) for 2025-2029 and adding projections for 2030-2034. The 2025-2029 CIP will be presented at a future work session. The City has three Enterprise (or Utility) Funds: Water, Sewer, and Storm Water. These funds do not have a property tax levy and are operated like a business, with user fees set to cover operating, capital, and debt expenses. Budgets for these funds will be considered in the fall. Property Tax Levy Projections The projected 2025 levy has decreased from the 7.4% increase projected in December and the 7.1% increase projected in August to a 6.9% increase. The levy projections include new debt service for the Civic Campus and with the potential addition of debt for the Chanhassen Bluffs Recreation Center: 7 3 Comparison to Other Cities Staff has reached out to neighboring and comparably sized metro communities to survey their projected levy increases. The chart below shows Chanhassen is in the bottom third for increases. Impact on Property Tax Market Values for Pay 2025 Homestead Market Value Exclusion (HMVE) Increased The 2023 MN State legislature increased the market value exclusion for homeowners. The HMVE decreases property taxes on lower-valued owner-occupied homes. Beginning with taxes payable in 2025, the HMVE exclusion increased from $413,800 to $517,200. The increase in the HMVE slightly decreases tax capacity for the City and slightly higher property taxes for higher valued homes and commercial/industrial properties. Projected Property Tax Increases for Various Properties 8 4 The table below shows projected property tax increases for various residential properties.The impact to Home A is lower due to the HMVE change described above.Homeowners with a taxable market value of $360,000 or less would see an increase of less than $2 per month. The table below shows projected property tax increases for two commercial/industrial properties. The impact to these properties is greater than the impact to residential properties due to the projected higher increase in market value. Residential properties increased in value by about 1.07% compared to the 5.16% increase in commercial/industrial properties. Next Steps The council is required to adopt a preliminary tax levy by September 30 of each year and hold a Truth in Taxation public meeting prior to adopting a final levy and budget before the end of the calendar year. Due to council member schedules, the plan is to adopt preliminary tax levy at the council meeting tonight. If necessary, the preliminary tax levy can be adopted at the September 23, 2024, meeting. The council also needs to schedule the Truth in Taxation public meeting. Staff recommends the council schedule this meeting for Monday, December 9, 2024, at 7:00 p.m. 9 City Council Item September 9, 2024 Item Highway 5 Project Update File No.ENG 25-03 Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY The Highway 5 project team will be at the work session to provide an update to the City Council. The topic areas will include: Project layout/overview Public comments Chanhassen specific design elements, including pedestrian mobility Project schedule Cost Share/JPA BACKGROUND Project information can be found on the Project Webpage located here: Highway 5 Improvements | Carver County, MN (carvercountymn.gov) DISCUSSION 10 N/A BUDGET N/A RECOMMENDATION N/A ATTACHMENTS Highway 5 Project Update 11 Highway 5 Arboretum Area City of Chanhassen Project Update Sep 9, 2024 12 Meeting Contents 1.Project Overview (<2 min) Schedule Review 2.Open House (<5 min) 3.Staging & What to Expect (10 Min) 4.Design Updates (<10 min) 5.Next Steps (<2 Min) 13 Layout Review 14 Layout Review Kochia Ln15 Layout Review Rolling Acres RoadTH 5 (Victoria) 16 Layout Review 17 Layout Review 18 Layout Review 19 Layout Review TH 41 North of TH 5 TH 41 South of TH 5 20 Layout Review 21 Layout Review 22 SCHEDULE REVIEW Project delivery schedule and milestones 23 2023 2024 2025 Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Schedule – Major Milestones Construction Start 2026 •Level 1 – 1st Submittal •30% Design Information •100% PS&E •ROW Certificate •95% PS&E •Condemnation Due Central Office Reviews, Federal Aid Authorizations60% Plans – 6mo 100% Plans – 3mo MnDOT ReviewsMnDOT Reviews Level 1 Layout: Development – 4mo Environmental Documentation – EA/EAW: 15 months Condemnation – 4mo Concept Refinements – Design Direction VE Study Data Collection Open House – Updates/Design Direction1 2Open House – Layouts/ Aesthetic Options/Staging Alternatives 3Open House – Visuals, Staging Plans, Expectations June 30 – Authorization DeadlineProject Permitting: 12-14 moAgency Permitting Coordination: 6 mo Level 1 Layout: 1st – 3mo Level 1 Approval ProcessLevel 1 Reviews Level 1 Layout: 2nd – 3mo Preferred Alternative USFW Consultation •60% Design Level Documents •Cost Estimate 95% Plans – 4mo Right of Way Acquisitions – 4mo Parcel Sketches – 4-5 mo EA Preparation – Purpose & Need Appraisals – 3mo •Parcel Sketches 24 Public Involvement & Communications 25 Public Open HouseWednesday, August 214:30 – 6:30 p.m.Minnesota Arboretum Recap and Highlights •Attendance: 200+ Attendees Common themes of comments and questions (Chanhassen) •The project is needed! •Noise walls, where and do I get one? (Answer: Still under study…more updates to come to public) •How long will it take to build and what is being closed when? •Where is diverted traffic going to be go and how fast will they be driving in my neighborhood? •Is the project path defined? Can things be changed? •Can we close off Minnewashta Pkwy to thru traffic? 26 Project Updates Design Related Information 27 Design Review Significant trail conductivity added with project & grade separated tunnel (City Trail)NO at grade pedestrian crossings at signal 28 Design Review TH 41 North of TH 5 Pedestrian Crossing -Warrants for State Highway: not official process -City Costs •Need MnDOT review for warrant on HAWK (activated crosswalk signal) •Cost considerations under review 29 Layout Review •Project causeway solution reduced watermain relocation costs by approximately $1m •Small bridge will be installed. Bridge to connect wetlands, not expecting fully open water connection. 30 Layout Review •Active concerns remain about cut through traffic •Neighborhood residents highly supportive of permanent signalized intersection •Resident interest in City plans for speed control •Expecting concern during construction Outreach and preparation key 31 Construction Staging Current staging direction 32 33 Regional Diversions – 2026/27 34 STAGE 1 2026: LATE MARCH – MID APRIL CONSTRUCT UNDERPASS AND PATCH ROAD (14 DAY CLOSURE) CONSTRUCT TEMPORARY SIGNALS (3 TOTAL)RECONFIGURE INTERSECTION TO FACILITATE TRAFFIC CROSSOVER AT INTERSECTION TREE CLEARING WINTER 2026 (FEB-MAR) CONSTRUCT WIDENING/TEMP PAVEMENT FOR STAGE 2 COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 35 STAGE 2A 2026: APRIL 20 – JUNE 12 COMPLETE UNDERPASS AND TRAIL OUTSIDE ROADWAY TH 5 TRAFFIC HEAD-TO- HEAD ON SOUTH SIDECOMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR CONSTRUCT NORTH HALF OF BOX CULVERTS UNDER TH 5 36 STAGE 2B 2026: JUNE 15 – AUGUST 7 UNDERPASS AND TRAIL COMPLETE IN 2A (ACTIVE CONSTRUCTION, TRAFFIC MAINTAINED UNTIL 41 N IS COMPLETE) BEGIN PONDS AND WALLS OUTSIDE TH 5 ROADWAY TH 5 TRAFFIC HEAD-TO- HEAD ON SOUTH SIDE COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 37 STAGE 2B - TH 5/TH 41 DETAIL 38 STAGE 2C 2026: AUGUST 10 – SEPTEMBER 18 BEGIN PEDESTRIAN BRIDGE SUBSTRUCTURE CONTINUE TH 5 PONDS AND WALLS OUTSIDE ROADWAY TH 5 TRAFFIC HEAD-TO- HEAD ON COMPLETED NORTH SIDE COMPLETE BOX CULVERTS UNDER TH 5 COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 39 STAGE 2D 2026: SEPTEMBER 21 TO OCTOBER 30 INTER LAKEN ROUNDABOUT CONTINUE PEDESTRIAN BRIDGE SUBSTRUCTURE – COMPLETE IN 2026 CONTINUE TH 5 PONDS AND WALLS OUTSIDE ROADWAY COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR CONSTRUCT RETAINING WALL AND TEMPORARY PAVEMENT CLOSED 40 STAGE 2C/2D – TH 5/TH 41 DETAIL 41 STAGE 3A 2027: MARCH 15 – APRIL 9 BEGIN WORK ON COLUMN SUPPORTED EMBANKMENT TREE CLEARING WINTER 2027 (FEB-MAR) COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 42 STAGE 3B 2027: APRIL 12 – MAY 21 CONTINUE WORK ON COLUMN SUPPORTED EMBANKMENT AREACONSTRUCT NORTH/WEST SIDE OF TH 5 UP TO COMMERCIAL TRAFFIC SHIFTED ONTO TEMP PAVEMENT TO MAINTAIN ACCESS TO BUSINESSES CONSTRUCT BOX CULVERT COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR LOCAL TRAFFIC 43 STAGE 3C 2027: MAY 25 – JULY 1 TRAFFIC SHIFTED ONTO COMPLETED TH 5 TO MAINTAIN ACCESS TO BUSINESSES CONSTRUCT WIDENING/TEMP PAVEMENT FOR ACCESS TO MINNEWASHTA PKWY IN STAGE 3D COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR CONSTRUCT SOUTH/EAST SIDE OF TH 5 UP TO COMMERCIAL, REMOVE TEMP PAVEMENT 44 STAGE 3D COMPLETE PED BRIDGE 2027: JULY 5 – SEPTEMBER 3 CONSTRUCT BOX CULVERT COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR CONSTRUCT CR 13 TO MINNEWASHTA WHILE MAINTAINING ACCESSTH 5 OPEN UP TO COMMERCIAL 45 STAGE 3E 2027: SEPTEMBER 7 – OCTOBER 22 COMPLETE CONSTRUCTION OF TH 5 COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 46 STAGE 3F 2027: OCTOBER 25 – NOVEMBER 12 CONSTRUCT ARBORETUM DR ACCESS COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 47 Restoration, final work 2028: APRIL - JUNE FINAL WORK DONE UNDER TRAFFIC. RESTORATION, FINAL OFF ROADWAY WORK. COMPLETED – OPEN TO TRAFFIC UNDER CONSTRUCTION – CLOSED UNDER CONSTRUCTION – LOCAL ACCESS ONLY TRAFFIC FLOW – OPEN TO TRAFFIC DETOUR 48 NEXT STEPS Current Needs & Upcoming Items 49 Next Steps Upcoming: Timing Draft Joint Powers Agreement – City/County Terms Oct-Dec, 24’ Outlines cost split methodologies for City/County Outlines project roles and responsibilities Cost approximations based on estimates to date Current Status? 60% Cost estimate complete Box culvert, watermain, pedestrian signal, road connections to TH 5 largest elements Costs allocated based on funding available and participation policies $800k was Chanhassen's estimate as part of the AATP study 60% Cost splits expected before/in October with draft JPA review. 50 Questions & Comments 51 Origin-Destination Analysis – Existing Condition •Data derived from GPS data, traffic counts, and Arboretum visitor count information •Weekends only •2018-2019: May and October 43% 20% 18% 2% 5%10% 2% 60% from Minnewashta Pkwy 40% from north of TH 7 ~81%+ To/From East 52 What does worst-case traffic look like? Scenario Minnewashta Pkwy Daily Volumes (vpd) Vehicles per minute Typical Weekday Arb Entrance not moved 2,300 2.5 Typical Weekend Arb Entrance not moved 1,700 1.9 Weekday Arb Entrance Moved + Worst -case routing 2,872 (+25%)3.1 Weekend Arb Entrance Moved + Worst -case routing 2,660 2.9 MnDOT analysis of daily traffic volumes statewide finds that roadways carrying 1,500-4,999 vpd may fluctuate +/- 20% from day to day Typical Weekday vs Worst-Case Scenario 53 Q&A •What is the impact of the Highway 5 project on Minnewashta Pkwy? •Added capacity to Highway 5 will decrease highway travel times and reduce the need to use local cut thru routes •What is the impact of the Arb Entrance & Apple House projects on Minnewashta Pkwy? •The relocation of the Arboretum entrance may add 40-60 vehicles to Minnewashta Pkwy on an average day (4-6 vehicles per hour) •Are there issues on Minnewashta Pkwy that warrant improvements? •Yes – traffic speeds are generally higher than the posted speed limits. •All issues are existing, not project related 54 City Council Item September 9, 2024 Item Bluff Creek Drive Development Concept Update File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION No formal action suggested. General discussion only. Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The City Council previously reviewed a conceptual residential development for the property generally located at 1560 Bluff Creek Drive. That concept showed a total of 163 homes proposed for the property with 69 detached single family homes and 94 attached townhomes which would be in groupings of 4 or 6 homes. Based on feedback from prior discussion with the City Council during their July 22, 2024 work session, the Developer has revised the conceptual design. The updated conceptual design has eliminated all attached townhomes and now consists entirely of detached single family homes with a total home count of 110. A 33% reduction in the number of homes being proposed for the site. The lots shown are a mixture of 55' and 60' wide lots. BACKGROUND As currently proposed, the conceptual development has a net density which would adhere to the City's Comprehensive Plan and corresponding zoning districts; however, the specific lot dimensions as 55 currently shown do not fit within the Residential Single Family (RSF), Mixed Low Density (R-4), or the Residential Low and Medium Density (RLM) districts and as a result would require approval of a Planned Unit Development (PUD). City Code Section 20-501 - Planned Unit Developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. It will be the applicant's responsibility to demonstrate that the city's expectation is to be realized as evaluated against the following criteria. Planned Unit Developments are to encourage the following: 1. Preservation of desirable site characteristics and open space and protection of sensitive environmental features, including steep slopes, mature trees, creeks, wetlands, lakes and scenic views. 2. More efficient and effective use of land, open space and public facilities through mixing of land uses and assembly and development of land in larger parcels. 3. High quality of design and design compatible with surrounding land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the community. 4. Sensitive development in transitional areas located between different land uses and along significant corridors within the city. 5. Development which is consistent with the comprehensive plan. 6. Parks and open space. The creation of public open space may be required by the city. Such park and open space shall be consistent with the comprehensive park plan and overall trail plan. 7. Provision of housing affordable to all income groups if appropriate within the PUD. 8. Energy conservation through the use of more efficient building designs and sightings and the clustering of buildings and land uses. 9. Use of traffic management and design techniques including the provision of transit and pedestrian linkages to reduce the potential for traffic conflicts. Improvements to area roads and intersections may be required as appropriate. Where appropriate, the use of transportation demand management strategies may be required within a project. DISCUSSION BUDGET RECOMMENDATION No formal recommendation at this time. ATTACHMENTS Bluff Creek Rendering Bluff Creek Road Site Concept Home Elevations and Photos Bluff Creek Road Site Footprints - 55' Lot Bluff Creek Road Site Footprints - 60' Lot 56 BLUF F C R E E K C O R R I D O R STORMWATER POND STORMWATER PONDBLUFF CREEKHWY 212BLUFF CREEK DR.BL U F F C R E E K D R . BLUFF CREEK 50’ BU F F E R CORRI D O R B O U N D A R Y CO R R I D O R B O U N D A R Y CORRIDOR BOUNDARY50’ B U F F E R 50’ BUFFER 8-19-24 BLUFF CREEK DR CHANHASSEN, MN ILLUSTRATIVE CONCEPT PLAN 57 PID 250261800PID 250262100PID 25026211050' BUFFERZONE AZONE XZONE XPONDPOND12345678910111213141516171893929190898887868584828180797877767574737271706968BLUFF CREEK DRHWY 212 DISTRICT BOUNDARYB L U F F C R E E K BLUFF CREEKBLUFF CREEK CORRIDORBLUFFBLUFFB L U F F38*39*40*41*42*43*44*45*46*47*48*49*50*51*52*53*54*55*56*57*58*59*60*61*62*63*97*98*99*100*102103104108110*192021222324252627282930313237*36*35*34*64*65*66*839495105106107PRIVATEPRIVATE3367*96101*109*BLUFF CREEK DR CONCEPT 13CHANHASSEN, MNSITE DATACOMPREHENSIVE PLAN: RESIDENTIAL - LOW DENSITY (1.2 - 4 U/ ACRE)PROJECT GROSS AREA: 48.21 ACBLUFF CREEK NON-BUILDABLE AREA: 7.37ACPROJECT NET AREA: 40.84 AC55' SINGLE FAMILY LOTS: 69*60' SINGLE FAMILY LITS: 41TOTAL UNITS: 110BUILDABLE SITE DENSITY: 2.69 UNITS/ ACRE58 59 1 FRONT ELEVATION 3/8"=1'-0" 1 FRONT ELEVATION - A STONE A1FRONT ELEVATIONADrawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:KO 08/17/2021 RL0107RICE LAKE RESERVE13862 GENEVA AVENUE NORTHHUGO, MN 55038SYCAMORE IISPEC7160 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 1/8"=1'-0" 4 ROOF PLAN A2EXTERIOR ELEVATIONS & ROOF PLANADrawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateAddition:KO 08/17/2021 RL0107RICE LAKE RESERVE13862 GENEVA AVENUE NORTHHUGO, MN 55038SYCAMORE IISPEC7161 6581 1 2 1 1 2 1 1 2 1 1 3/8"=1'-0" FRONT ELEVATION- A STONE A OLP 11/03/2022 RL0149RICE LAKE RESERVE6581 138th COURT N.HUGO, MN 55038WILLOW IIPOHL2712ndEXTERIOR ELEVATIONASDrawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:A1 62 A AA A 1 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 1/8"=1'-0" 4 ROOF PLAN ROOF PLAN NOTES Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:OLP 11/03/2022 RL0149RICE LAKE RESERVE6581 138th COURT N.HUGO, MN 55038WILLOW IIPOHL2712ndEXTERIOR ELEVATIONS, ROOF PLANAA2 63 1326 1 1 1 1 1 3/8"=1'-0" FRONT ELEVATION - B STONE A Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:KDL 05-13-2024 AF0062AMBER FIELDS 1326 149th STREET WESTROSEMOUNT, MN 55068WILLOW IIZUPON534thEXTERIOR ELEVATIONBS3/8"=1'-0" 2 FRONT WINDOW FRAMING DETAIL B1 1"=1'-0" 3 SHED ROOF AT GARAGE DOOR 64 A AA A A1 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 1/8"=1'-0" 4 ROOF PLAN ROOF PLAN NOTES Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:KDL 05-13-2024 AF0062AMBER FIELDS 1326 149th STREET WESTROSEMOUNT, MN 55068WILLOW IIZUPON534thEXTERIOR ELEVATIONS, ROOF PLANBB2 65 13892 1 1 1 1 3/8"=1'-0" 1 FRONT ELEVATION C - STONE CS1FRONT ELEVATIONCSA Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 08/22/2023 RL0101RICE LAKE RESERVE13892 GENEVA AVENUE NORTHHUGO, MN 55038GRAYSONOSTERMAN1166 A A A CS2ROOF PLANCBEXTERIOR ELEVATIONSDrawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:KO 08/22/2023 RL0101RICE LAKE RESERVE13892 GENEVA AVENUE NORTHHUGO, MN 55038GRAYSONOSTERMAN113/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION4ROOF PLAN 3/16"=1'-0" 67 4689 1 1 1 1 1 1 3/8"=1'-0" 1 FRONT ELEVATION D - STONE Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:A DS1FRONT ELEVATIONDSKDL 04-04-2023 WE4316WOODLAND COVE EAST4689 LAVENDER LANEMINNETRISTA, MN 55331CEDARWOOD IIWILSON1634th68 A A A A A A A A 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 4 ROOF PLAN ROOF PLAN NOTES 1/8"=1'-0" Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:DS2EXT. ELEVATIONS, ROOF PLANDSKDL 04-04-2023 WE4316WOODLAND COVE EAST4689 LAVENDER LANEMINNETRISTA, MN 55331CEDARWOOD IIWILSON1634th69 1316 1 1 1 2 11 2 3/8"=1'-0" 1 FRONT ELEVATION E Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:A E1FRONT ELEVATIONEKDL 09-06-2023 AF0089AMBER FIELDS1316 150th STREET WESTROSEMOUNT, MN 55068CEDARWOOD IIIRELAND439th70 A A A A A 2 A 1 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 4 ROOF PLAN ROOF PLAN NOTES 3/16"=1'-0" Drawing No.Revisions / Custom OptionsCommunity:Address:City:Sheet Title:5354 Parkdale Dr. #100St. Louis Park, MN 55416763.586.7200Lot:Block:DateByThese plans are exclusive property of M/I Homes. Alldrawings and specifications are instruments ofservice copyrighted by M/I Homes, Inc. and must bereturned upon request. These plans are forconstruction purposes only. These plans may varyfrom model homes and marketing materials.Contractor to verify suitability of plans with owner.These plans are exclusive property of M/I Homes.Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job #XXFinal ApprovalDateminneapolispermits@MIHOMES.comAddition:E2EXT. ELEVATIONS, ROOF PLANEKDL 09-06-2023 AF0089AMBER FIELDS1316 150th STREET WESTROSEMOUNT, MN 55068CEDARWOOD IIIRELAND439th71 GARAGE PATIO PROPOSED BUILDING SETBACKS Bluff Creek - 55' Lot Footprints Site PlanChanhassen, Minnesota 8.5"x11" 72 GARAGE PATIO PROPOSED BUILDING SETBACKS Bluff Creek - 60' Lot Footprints Site PlanChanhassen, Minnesota 8.5"x11" 73 City Council Item September 9, 2024 Item Future Work Session Schedule File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: September 23, 2024 Quarterly City Council Roundtable October 14, 2024 Civic Campus construction progress report and site tour Tennis and pickleball - future plans Citywide speed limit reduction Pending items: 74 Police and Fire Staffing Levels Mental Health presentation from CCSO Playground material and color selection for Civic Campus Traffic Safety Committee presentation Cannabis regulation and zoning code amendments Assessment Policy Revisions 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 in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 75 City Council Item September 9, 2024 Item Teen Volunteer Recognition File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Manager Reviewed By Jerry Ruegemer SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY On behalf of the City Council and Park & Recreation Commission, I would like to recognize the 2024 Teen Volunteers. These 13-16 year-olds were selected to serve as volunteers for city-sponsored recreation programs from June through August. Programs included the Summer Concert Series, Summer Discovery Playground Program, Lake Ann Adventure Camp, Senior Center activities, and Rec Center Sports programs. The city would like to thank this year's Teen Volunteers for their service. Together, they compiled over 1,800 hours of service to the City of Chanhassen, the most any group of volunteers through the years has! 2024 Teen Volunteers Shyloh Beaton Connor Cagley Brendan Clymer Ella Conti 76 Daschle Duwe Murphy Ewasiuk Dilan Gilbertson Miriam Gilbertson Seth Gilligan Everett Gilligan Alden Go Yash Gupta Aarav Gupta Dylan Johnson Samuel Johnson Charlie Knaeble Joshua Lee Robby McDaniel Scarlet Miller Neela O'Connell Gatrika Ravella Brennan Reichow Reese Slechta Brody Sticha Nathan Stoa Will Terschan Elizabeth Vasatka Sarah Williams Natalia Yurecko BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 77 City Council Item September 9, 2024 Item Approve City Council Work Session Minutes dated August 26, 2024 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council work session minutes dated August 26, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 78 City Council Work Session Minutes dated August 26, 2024 79 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES August 26, 2024 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember von Oven, Councilmember Kimber, and Councilmember McDonald COUNCIL MEMBERS ABSENT: Councilmember Schubert STAFF PRESENT: Charlie Howley, Public Works Director/City Engineer; Jerry Ruegemer, Parks Director; Eric Maass, Planning Director; Matt Unmacht, Assistant City Manager; Kelly Grinnell, Finance Director; Patrick Gavin, Communications Manager; Jenny Potter, City Clerk PUBLIC PRESENT:Judy Harder Patrick Gavin, Communications Manager was introduced to the City Council. Kings Road and Minnewashta Parkway Intersection Discussion Charlie Howley, Public Works Director/City Engineer, presented options for a pedestrian crossing at Minnewashta Parkway and Kings Road. The public is asking for a safer way to cross the road at that intersection due to the park on the wet side of Minnewashta and the public beach on the east side. There is currently a marked crosswalk at the intersection. Mr. Howley gave the options of keeping the existing conditions, adding a stop sign, adding enhanced bollard and median striping, adding a Rectangular Rapid Flashing Beacon (RRFB), or constructing a mini roundabout. Council heard the presentation, and the item will be addressed at the City Council meeting. Review Early Draft of the 2025 General Fund Budget and Levy Kelly Grinnell, Finance Director, gave an overview of the preliminary budget and levy for 2025. She reported that wages and benefits would have a 3% increase in 2025, with a step increase of 3% for eligible employees. There has been a request for proposals for health insurance,but thecurrent provider is offering a 5% reduction in costs. The current projection is a 1.4% overall increase from 2024 wages. Ms. Grinnell then reviewed other items in the general fund budget for 2025. AI Madison software for $25, 000. There will be no election in 2025 for a cost reduction of $33,000. The Sheriff’s contract is projected at an increase of 6.9%. There is no required contribution to fire relief pension that was projected at $50,000. The Wildlife Population Management is projected for $10,000 but will likely increase in 2026. The lifeguard contract is included at $40,000 but staff and council need to decide whether to include it in the budget. The city is losing a portion of solar credits for electricity and the impact on the General Fund for 2025 is estimated at $19,000 and $34,000 for 2026. The total for non- wage/benefit expenditures is up 6.3% from the 2024 budget. There is a current surplus of approximately $74,000. There are some options for what to do with the surplus. The city could reduce property tax levy by $74,000 the overall levy increase would decrease from 7.1% to 6.6%. The city could use the money for contingency. A full-time employee could be added for a Parks Operator position to start July 1, 2025. The General Fund Levy could be reduced by $74,000, but the Capital Vehicle & Equipment levy would increase by $74,000. 80 City Council Work Session Minutes –August 26, 2024 2 The council requested a few more options for managing the surplus. Update on 2024 Street Construction -Galpin Blvd and 2024 Street Improvement Projects Charlie Howley first presented the status of the Galpin Boulevard project. The major challenges have been the private utility conflicts, unforeseen soil conditions, and construction access. The minor challenge has been the wet weather. The schedule for the project is that phase one and phase 2 will be completed this year. Phase one is Topaz Drive to the northern border. Phase two is Topaz Drive to Pearl Drive. Phases three and four will not be completed this year. That consists of Longacres Drive south to Bluff Creek and Bluff Creek to Highway 5. For the Chan View and Stone Creek projects the major challenges have been the wet weather and sewer and water unforeseen conditions. The minor challenges have been private utility conflicts, contractor performance, and quality of plans. The Stone Creek part of the project will be completed this year. The Chan View project will be completed through phase three,but phase four will most likely not be completed this year. The contractor has brought in a second crew to get work done and is planning on subcontracting a third crew to assist. Mr. Howley stated that if the projects don t get completed the assessments on the properties can be differed. The City Council was in agreement that the assessment should be differed if the project isn t completed. Mayor Ryan adjourned the meeting at 6:49 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 81 City Council Item September 9, 2024 Item Approve City Council Minutes dated August 26, 2024 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated August 26, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Minutes dated August 26, 2024 82 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES AUGUST 26, 2024 Mayor Ryan called the meeting to order at 7:02 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember McDonald, Councilmember von Oven, and Councilmember Kimber. COUNCIL MEMBERS ABSENT:Councilmember Schubert. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Eric Maass, Community Development Director; Charlie Howley, Public Works Director/City Engineer; George Bender, Assistant City Engineer; Jerry Ruegemer, Parks and Recreation Director;Patrick Gavin, Communications Manager; Kelly Grinnell, Finance Director; Samantha DiMaggio, Economic Development Manager; Andrew Heger, Fire Chief; Rick Rice, IT Manager; and Jenny Potter, City Clerk. PUBLIC PRESENT: Brandon Price, 781 Millcreek Lane REGULAR AGENDA: Mayor Ryan requested to remove item H2, Resolution 2024-XX; Declaration of intent to provide municipal water and sewer service to 7050 Kings Road, from the agenda because of conversations between the City of Victoria, the County, and the Arboretum. She stated that there were 27 acres north of Lake Tamarack that the Arboretum was interested in preserving. She stated it would be beneficial for the City staff to understand the agreement on all the parcels of land before making this decision because of road access. Mayor Ryan moved, Councilmember McDonald seconded to proceed with a modified agenda which removed item H2, Resolution 2024-XX; Declaration of intent to provide municipal water and sewer service to 7050 Kings Road. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. PUBLIC ANNOUNCEMENTS: None. CONSENT AGENDA: Councilmember McDonald moved, Councilmember Kimber seconded that the City Council approve the following consent agenda items 1 through 8 pursuant to the City Manager’s recommendations: 1. Approve City Council Work Session Minutes dated August 12, 2024 83 City Council Minutes – August 26, 2024 2 2. Approve City Council Minutes dated August 12, 2024 3. Approve Claims Paid dated August 26, 2024 4. Approve Application for Exempt Gambling Permit for SouthWest Metro Chamber of Commerce Foundation 5. Approve Application for Exempt Gambling Permit for Reach for Resources 6. Public Safety Radio Encryption Upgrades 7. Approve Release of Prior Site Plan Permits, 570 Market Street 8. Resolution 2024-57: Call for Public Improvement Hearing to Order the proposed Sanitary Sewer Lift Station No. 33 Project All voted in favor, and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. Brandon Price, 781 Millcreek Lane, voiced appreciation for the City taking additional time to consider Resolution 2024-XX; Declaration of Intent to provide municipal water and sewer service to 7050 Kings Road. He stated that Kings Road was in poor condition and it would not benefit Chanhassen to agree to this deal unless additional deals were being made behind closed doors. Mayor Ryan clarified that no deals were being decided behind closed doors. PUBLIC HEARINGS. 1. Approve On-Sale Beer & Wine Liquor License for Artistic Timber LLC, DBA Board & Brush Creative Studio located at 7882 Market Boulevard Jenny Potter, City Clerk, prepared a summary of the request for an on-sale beer and wine liquor license, a business being purchased by Ashley Gauthier. Mayor Ryan opened the public hearing. There were no public comments. Mayor Ryan closed the public hearing. Councilmember von Oven moved, Councilmember Kimber seconded that the City Council approve an On-Sale Beer & Wine Liquor License for Artistic Timber LLC, DBA Board & 84 City Council Minutes – August 26, 2024 3 Brush Creative Studio located at 7882 Market Boulevard. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. GENERAL BUSINESS. 1. Resolution 2024-XX; Approve an intersection control measure or an improved pedestrian crossing on Minnewashta Parkway at Kings Road Charles Howley, Public Works Director, summarized the issue of the public demand for pedestrian crossing improvement at the intersection of Minnewashta Parkway and Kings Road. He provided background information for different treatment options for the Minnewashta Parkway and Kings Road intersection and displayed graphics to display these treatment options. He reviewed the two different suggested actions. Councilmember von Oven asked if there was the addition of the stop signs, would the existing bollard be removed or would it stay. Mr. Howley responded that the baseline condition would be to remove the bollard and rely on the stop sign. Councilmember Kimber asked whether the bollard would be removed if they did the Rectangular Rapid Flashing Beacon (RRFB). Mr. Howley answered that he would recommend striping and bollards if they do the RRFB since it would elevate safety. This would not be necessary but would be recommended. Mayor Ryan asked if they could do the striping and the stop sign. Mr. Howley responded that he would have to think about this question, but it could be possible. Mayor Ryan suggested that when there are stripes on the road and the roadway narrows, it tends to slow people down. She asked if this would help. Mr. Howley answered that anything that looked narrower would slow people down. Councilmember McDonald asked about the results of looking at if a stop sign would be warranted. Mr. Howley responded that a study completed looked at the warrants of the intersection, and they were not met. The City received feedback requesting that the traffic study be completed in the summer when there is additional traffic. The traffic volume decreased in the summer. 85 City Council Minutes – August 26, 2024 4 Councilmember McDonald requested to follow up on the stop sign at Galpin Road and how that worked out. He explained how this could be an example of why not to put up a stop sign when it was unwarranted. Mr. Howley reviewed the history of the two stop signs on Galpin Road. Councilmember McDonald asked if there were any other unwarranted stop signs. Mr. Howley responded that there had been no additional signs constructed in warranted and unwarranted areas recently. Councilmember Kimber asked if the RRFB flasher could be in place before the winter. Mr. Howley answered that there is a chance this could occur, but RRFB flashers have a longer wait time. Mayor Ryan clarified that warrants are used for decision-making. Mr. Howley commented that decision-making could be based on industry standards and practice. Mayor Ryan stated that some initial stop signs and lights were not warranted but were constructed throughout the years. She asked if Galpin Road would have a roundabout. Mr. Howley responded that there were roundabouts on the Galpin project. Mayor Ryan provided examples of previous unwarranted projects that were successful. She commented that there are other factors to consider about projects in addition to engineering guidance. Councilmember McDonald stated that the example Mayor Ryan mentioned was a different situation. He stated that people will roll through a stop sign since there is no impact. He said lights provide great success because they provide safe pedestrian crossings. He commented that a stop sign alone does not address the problem. He said the problem at hand was getting individuals to cross the road safely. He voiced support for flashing lights at the intersection. Councilmember Kimber said Boy Scouts used to provide flags for pedestrian crossing. He voiced support for flashing lights at the intersection because of the jogs in the road and the view of the lake. He commented that individuals may not see the stop sign, but that the RRFB would draw the drivers’ attention to stop for pedestrian crossing. He said that the roundabout would be the safest option and the RRFB would be the second-safest option for pedestrian crossing. Councilmember von Oven said the arguments are that an RRFB would encourage people to stop more than a stop sign. He stated this argument was false in his opinion. He commented that 86 City Council Minutes – August 26, 2024 5 individuals do not need to stop for an RRFB unless there is a pedestrian on the road. He provided an example of stop signs in Eden Prairie that encouraged him to take an alternative route. He suggested putting a stop sign in this location. Councilmember Kimber responded that in other locations with RRFB, vehicles stop for pedestrians to cross safely. Councilmember von Oven stated that RRFB does not provide an adequate crossing for families to cross the road. Councilmember McDonald commented that the RRFB works well on Highway 101. Highway 101 has a faster speed limit, and individuals stop at RRFBs to allow for pedestrian crossing. Councilmember von Oven responded that a flashing light did not seem stronger than a stop sign. He commented that drivers are legally bound to stop at a stop sign. Councilmember McDonald moved, Councilmember Kimber seconded that the Chanhassen City Council adopt a resolution that authorizes the implementation of a pedestrian crossing improvement on Minnewashta Parkway at the Kings Road Intersection, specifically the RRFB and the painting of the road. The motion failed with a vote of 2 to 2. Councilmember von Oven and Mayor Ryan voted nay. Councilmember von Oven moved, Mayor Ryan seconded that the Chanhassen City Council adopt a resolution that authorizes adding stop signs on Minnewashta Parkway at the Kings Road intersection. The motion failed with a vote of 2 to 2. Councilmember McDonald and Councilmember Kimber voted nay. Mayor Ryan commented that the item could be tabled to the next meeting. Councilmember Kimber moved, Councilmember von Oven seconded that the Chanhassen City Council table consideration of a resolution to approve an intersection control measure or an improved pedestrian crossing on Minnewashta Parkway at Kings Road until the September 9, 2024, Chanhassen City Council Meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. 2. Resolution 2024-XX; Declaration of intent to provide municipal water and sewer service to 7050 Kings Road This item was removed from the agenda. COUNCIL PRESENTATIONS. 87 City Council Minutes – August 26, 2024 6 Councilmember Kimber provided an update to Southwest Transit. He stated that overall ridership increased by ten percent. He said the agency hired a transit planner and is looking to expand. He stated that roundtrip tickets to the State Fair were $5 a person. Councilmember McDonald commented that Southwest Transit is providing transportation to the Renaissance Festival as well. Councilmember Kimber encouraged residents to check the schedule on their website. ADMINISTRATIVE PRESENTATIONS.None. CORRESPONDENCE DISCUSSION.None. Councilmember von Oven moved, Councilmember Kimber seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 8:05 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 88 City Council Item September 9, 2024 Item Receive Commission on Aging Minutes dated July 19, 2024 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Kate Vogt, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Commission minutes dated July 19, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 89 Commission on Aging Minutes dated July 19, 2024 90 Chanhassen Commission on Aging, July 19, 2024 Meeting was called to order at 10:00am by Commissioner Camarata, Vice-Chair. This month’s meeting was hosted by Carver County Health and Human Services, 600 E. 4th St., Chaska. MEMBERS PRESENT: Gwen Block, Jim Camarata, Ruth Lunde, Beth Mason, Phyllis Mobley MEMBERS ABSENT: Bhakti Modi, Kara Cassidy, Ruth Slivken; Mary Blazanin, Senior Center Coordinator/COA Liaison GUESTS PRESENT: Emmanuel Ngabire, Carver County HHS; Lee Ann Eiden, Senior Community Services; Barbara Solum; Dr Richard Scott, Carver County HHS; Carol Wentworth, Carver County Public Health Clinics; Brian Esch, Senior Community Services Caregiver Support; Linnea Fonnest, Chanhassen Library; Sarah Preacher Supervisor Public Health; Samantha Downs Carver County HHS; Patrick Clark Carver County Social Worker APPROVAL OF AGENDA: The agenda was reviewed with additional presenting guests added as noted above. Commissioner Lunde made a motion to approve the agenda as amended. Commissioner Mobley seconded the motion. All members voted in favor; the motion was carried. COMMISSION ON AGING MINUTES June 21, 2024. Minutes were reviewed. No changes noted. Commissioner Lunde made a motion to approve the minutes from the June 21, 2024 meeting. Commissioner Mobley seconded the motion. All member voted in favor; the motion was carried. ADMINISTRATIVE PRESENTATIONS: None VISITOR PRESENTATIONS: Dr Scott provided an informational background of Health and Human Services (HHS) and how it has been working with Commissions of Aging in Carver over the past years. He also shared that Carver County has been recognized as the #1 healthiest county in Minnesota for the last 12 years, and 5th in the country. Carver Co. HSS have from 360-380 people employed. Carol Wentworth reviewed and explained vaccines and when to get them. Commissioners suggested having Mary contact Carol to set up a time in the senior center for her to talk about vaccines including RSV, Flu, C-19, and DTaP. Carol has handouts available. Brian Esch, Home and Community Based Care Department Manager talked about HHS’ home care, including who they help and how a person gets started with them. He receives funding through the state of Minnesota for this program. The program currently has 1200 open cases and are actively helping/serving 200 seniors in Carver County currently. His division is a safety net for solo seniors living in their own homes. The program not only helps with health care but also with seniors who have been scammed and have other daily needs. He specifically mentioned two cases where scammers stole from $10,000 to $1 million. Commissioners suggested that Mary reach out to Brian to schedule an informational presentation for local seniors on this program. 91 Patrick Clark is an individual case manager and talked a little about how he does his job with vulnerable seniors in Carver Co. Linnea Fonnest gave an overview of the Chanhassen Library’s fall schedule. She will again be helping set up the November table for dementia awareness. She also shared about a lecture/discussion program they are revisiting called Great Decisions starting September 11 with the first topic being NATO’s Future. Lee Ann Eiden updated the group about her caregiver support groups and highlighted the Dementia Friends class she will be presenting to Chanhassen community members on August 22. Emmanuel discussed his plans for an all-Carver Commissioner meeting on September 6. One of his goals is to create a 5-year plan for aging well in Carver County. He views his mission as one to serve, reinforce, welcome, and help communities create healthy aging initiatives. He understands the need to focus on how to plan for the Baby Boomers and GenX’ers. The goal is to create a community for a lifetime and keep people in Carver County after they retire. OPEN DISCUSSION: attendees were given a brief tour of the HSS offices and facilities. ADJOURNMENT: Commissioner Mobley made a motion to adjourn. Commissioner Lunde seconded the motion. All members voted in favor; the motion was carried and the meeting adjourned. The meeting was adjourned at 11:28am Notes for Minutes taken by Commissioner Mason Minutes prepared and submitted by Mary Blazanin, Senior Center Coordinator. 92 City Council Item September 9, 2024 Item Receive Park and Recreation Commission Minutes dated June 25, 2024 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Kate Vogt, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Commission minutes dated June 25, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 93 Park and Recreation Commission Minutes dated June 25, 2024 94 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES JUNE 25, 2024 Chair Peck called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Jim Peck, Chair; Dan Eidsmo; Rob Swanson; Scott Pharis; Michael Leisen; Sean Morgan. MEMBERS ABSENT: Kristin Fulkerson, Nischay Pattanashetty, youth. STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Adam Beers, Park Superintendent; Priya Tandon, Recreation Manager; Jodi Sarles, Rec Center Manager; and Mary Blazanin, Senior Center Coordinator. PUBLIC PRESENT: None. APPROVAL OF AGENDA: Commissioner Pharis moved, Commissioner Leisen seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC ANNOUNCEMENTS: None. VISITOR PRESENTATIONS: None. APPROVAL OF MINUTES: 1. Approve Park & Recreation Minutes dated May 28, 2024 Commissioner Swanson moved, Commissioner Pharis seconded to approve the minutes of the Park and Recreation Commission meeting dated May 28, 2024 as presented. All voted in favor and the motion carried unanimously with a vote of 6 to 0. GENERAL BUSINESS: 1. Lake Ann Park Preserve Construction Update Jerry Ruegemer, Park and Recreation Director, summarized the Lake Ann Park Preserve Project, including the construction design, drawings, approved permits, archeology study, and the boardwalk construction. He commented that the bridge between Lake Ann and Lake Lucy was tall enough for a kayak or small fishing boat to pass beneath. 95 Park and Recreation Commission Minutes – June 25, 2024 2 Commissioner Eidsmo asked if one of the lakes allowed motorized boats and the other did not. Mr. Ruegemer responded that Lake Lucy allows for motorized boats and Lake Ann does not. Mr. Ruegemer presented additional photos from Boardwalk C. He stated that two of the three boardwalks have substantial progress. He explained the findings from artifact analysis and the archeology potential recommendations for the different fields. He said that they will meet with the 106 Group on July 16. He reviewed the conclusion, including the potential to delay bid package number two. Commissioner Leisen asked when the boardwalks are complete and the trails are not and if bid package two is not complete, if the trails would be torn-up and muddy, or if they would be usable. Mr. Ruegemer answered that they have not touched the trails at this point so individuals can use the trails. He hoped that the information would be received in early fall, and that the bid packages would be out in November or December and the bid would be awarded in January. The tree grubbing and prep work could be completed before the spawning and migration period. He hoped the project would be completed in early summer. Commissioner Swanson asked if Mr. Ruegemer had contacted other towns to see how SHPO responded in similar circumstances to understand a potential timeline. Mr. Ruegemer responded that every situation is unique. Commissioner Eidsmo asked if the delays continue, the trails would be foot traffic and not maintained over the winter. Mr. Ruegemer confirmed this information and that it would be maintained once the new trail was installed. Commissioner Eidsmo commented that the finalized project is close and often projects run into hurdles. He complimented Mr. Ruegemer on his great work. Commissioner Pharis asked if this project could be stopped where it was. Mr. Ruegemer answered that they would wait until they heard from SHPO. He stated that site number three was limited based on topography, so it would be difficult to reroute the trail. Commissioner Pharis asked if allowing the bridges to be built was a positive sign from SHPO. Mr. Ruegemer stated that they are waiting for the reports to be received but are ready to go to bid. 96 Park and Recreation Commission Minutes – June 25, 2024 3 Commissioner Morgan questioned whether there should be a quicker than anticipated turnaround and if there was a scenario of partial completion of a trail if a further archeological exploration was necessary. Mr. Ruegemer responded that bid package two was ready to go out but wanted to see if building a paved trail on the third section was possible. They are waiting for the report. Commissioner Morgan asked what the phase two trigger would be and if it was an elongated process or if it would need to be completed immediately. Mr. Ruegemer answered that if there was a favorable response from SHPO, they could get phase two done in a few months. It might be strategic to hold off due to concerns about higher bid costs. This could pivot quickly. He stated that phase two of the archeological process could drag on and he explained the process. It would be dependent on 106’s recommendations to SHPO. Commissioner Swanson asked if they had received any photographs of the findings. REPORTS: 1. Recreation Center Quarterly Update Jodi Sarles, Rec Center Manager, stated that there had been changes to accommodate the move of the senior center. This included an upgrade to the kitchenette. They are transitioning spaces to accommodate seniors visiting to do their activities. They replaced chairs in the recreation center. She provided a summary of programming completed in the spring. She explained the schedule and participation for fitness classes, taekwondo, and children’s gymnastics at the recreation center. Community Days will take place August 17. 2. 4th of July Celebration Preview Priya Tandon, Recreation Manager, provided an overview of the schedule of events for the 4th of July Celebration. She reviewed the donations received from area businesses to help support different activities during the 4th of July Celebration. She explained new items during the celebration, such as a climate-controlled trailer for families to use for changing and nursing stations, the little charity book truck, and the Carver County Sherrif’s Department mobile command unit to help monitor safety. The largest change is the parade route because of current road construction, traffic safety concerns, and gapping. Commissioner Swanson asked if the City would return to the old parade route in future years. Ms. Tandon responded that it had not been determined yet. They will evaluate how the new parade route goes this year. 97 Park and Recreation Commission Minutes – June 25, 2024 4 3. Park Maintenance Quarterly Report Adam Beers, Park Superintendent, introduced himself to the new commissioners. He provided an overview of the work his crew had completed, including the irrigation. He explained the current seasonal employees’ daily responsibilities. He reviewed the donation from the Lion’s Club to receive a lion’s head drinking fountain at Bandimere Park. He thanked the high school students who volunteered in the spring to help with park maintenance. Commissioner Eidsmo asked about the use of fields at Lake Ann because of the weather. He asked who decided if teams could use the fields or not. Mr. Ruegemer answered that Luke Kegley is the Recreation Supervisor. He communicates closely with Mr. Beers about the conditions of the fields. If the City deems the fields not playable for the day, they try to do everything possible to get the games in. These decisions are made by early afternoon and communicated to the association schedulers who then communicate to the organizations. He stated if that call is made, they expect that the fields will be closed for the night. Commissioner Eidsmo stated he had attended games at Lake Susan and congratulated the Park and Recreation Department on a job well done. 4. Senior Center Quarterly Report Mary Blazanin, Senior Center Coordinator, provided an overview of the adjustments of programs with the move to the Recreation Center. The Lion’s Club Picnic took place on June 25 and had a record crowd. She reviewed the different topics of classes that were offered. She reviewed weekly activities and other services provided and the number of senior citizens who utilize the space. She stated that the 4th of July Bingo will support the Semper Fi Organization that assists veterans. COMMISSION MEMBER COMMITTEE REPORTS: None. COMMISSION MEMBER PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Commissioner Pharis moved, Commissioner Eidsmo seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Park and Recreation Commission meeting was adjourned at 7:28 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 98 City Council Item September 9, 2024 Item Receive Planning Commission Minutes dated July 16, 2024 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated July 16, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission minutes dated July 16, 2024 99 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JULY 16, 2024 CALL TO ORDER: Vice Chair Jobe called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Vice Chair Steve Jobe, Ryan Soller, Edward Goff, Katie Trevena, Jeremy Rosengren. MEMBERS ABSENT: Chair Eric Noyes, Perry Schwartz. STAFF PRESENT: Rachel Arsenault, Associate Planner; Rachel Jeske, Planner; Eric Maass, Community Development Director. PUBLIC PRESENT: Ron Talbot 6991 Pima Lane Laura Schuerman 6991 Pima Lane Steve Schwieters 6117 Blue Circle Drive David Maloney 970 Pontiac Lane Brad Fischer 3990 Country Oaks Drive Deena Werkmeister 831 Pontiac Lane Mark Werkmeister 831 Pontiac Lane Heather Schumacher 762 Buckingwood Court C. Patrick Zecco 830 and 840 Pontiac Lane Patrick Banas 6881 Chaparral Lane John Mueller 6850 Stratford Boulevard Terry Lynn Hayes 6850 Stratford Boulevard Meghan Brown 3920 Stratford Ridge Sue Dann 851 Pontiac Lane Matt and Emily Headla 6870 Minnewashta Parkway Sheila McSherry 841 Pontiac Lane Pam Prinsen 4040 Glendale Drive Bob Molstad 1400 25th Avenue Suite 120 Katie Headla 6870 Minnewashta Parkway Jason Watt 3961 Stratford Ridge Matt Moran 3981 Stratford Ridge Linda Paulson 7603 Frontier Trail Loren Jensen 820 Pontiac Lane PUBLIC HEARINGS: 100 Planning Commission Minutes – July 16, 2024 2 1. CONSIDER PRELIMINARY PLAT APPROVAL FOR WATERVIEW, A PROPOSED 5-LOT SUBDIVISION AT 6870 MINNEWASHTA PARKWAY Planner Rachel Jeske reviewed the preliminary plat approval information for 6870 Minnewashta Parkway. She presented an overview of the community engagement for the project, the site location, existing conditions, and the proposal for the site. Commissioner Goff asked if there was a discrepancy in the zoning. Ms. Jeske answered that the development as proposed aligned with the property’s current zoning designation and no rezoning would be necessary. Vice Chair Jobe opened the public hearing. Bob Molstad, Project Engineer and Surveyor, 1400 25th Avenue, Suite 120, reviewed the project's progress and stated that a few changes had been submitted to the city today. Steve Schwieters, Owner of Wooddale Builders at 6117 Blue Circle Drive, reviewed the plan to create custom houses on these lots. Meghan Brown, 3920 Stratford Ridge, stated concerns about having a driveway in the neighborhood connected to a house not a part of the association and asked why it could not go with the other driveways. She commented that the association works to maintain properties and benefit home values. Jason Watt, 3961 Stratford Ridge, voiced concerns about five additional homes being constructed at this location because of the topography issues and insufficient water run-off management. He referenced Ordinance Chapter 20, Subsection 110, Paragraph F, that reviewed water run-off. He commented that he can view the lake at certain times of the year, but with the new construction his view might be obstructed. Matt Moran, 3981 Stratford Ridge, agreed with Mr. Watt about the run-off being a current issue. He stated that their backyard often floods from rain and snow. He voiced appreciation for the privacy experienced in their backyard. Terry Lynn Hayes, 6850 Stratford Boulevard, agreed with the other residents about the water run-off. Linda Paulson, 7603 Frontier Trail, commented that she lived next to five homes designed by Streeter Design and complimented the design of those iconic homes. Vice Chair Jobe closed the public hearing. Commissioner Goff asked Mr. Maass about the city’s jurisdiction with public roads and associations. 101 Planning Commission Minutes – July 16, 2024 3 Mr. Maass commented that Stratford Lane is a public road, and a driveway serving Lot 5 is permissible. A homeowners’ association would be required for this development for ongoing ownership and maintenance of the private stormwater features and basins. The current proposal removes the access point on Minnewashta Parkway, which will be an improvement to that collector roadway. Commissioner Goff asked for information about the water runoff mentioned. Mr. Maass stated that there are two stormwater basins. The Water Resources Department has reviewed the plans and will be required to sign off on them before construction. The watershed district would also need to approve the plans. Commissioner Goff asked about the low points and if the water would drain into backyards. Mr. Maass stated that the development would be required to manage and mitigate added impervious surfaces within the development. Commissioner Goff asked if the brown areas on the map show the ponds. Mr. Maass confirmed this information. Ms. Jeske clarified that a stormwater pipe would run between the stormwater basins and be piped to a stormwater catch basin on the curb. Commissioner Goff stated that most of the trees were on Minnewashta Parkway. He asked if there were options to plant trees in the backyard for privacy. Mr. Maass answered that the heavy landscaping on the Minnewashta Parkway was for a buffer yard requirement for residential development adjacent to a collector roadway. Staff have suggested relocating some of the trees to maintain viewpoints of the lake while maintaining the buffer. Commissioner Soller commented that there is a heavy tree line in the northern area, and asked if it would remain for this development. Mr. Maass responded that a tree inventory was provided and that the trees on the north side of lots one, two, and three would be saved. He showed an image of the currently existing trees that would be saved. Commissioner Soller asked if the existing water issue would not be made worse for the current residents adjacent to the subdivision. Mr. Maass answered that the development would add stormwater management. There is no current stormwater management associated with the site. 102 Planning Commission Minutes – July 16, 2024 4 Commissioner Soller asked if the additional stormwater management system could have a potential net positive for the site. Mr. Maass responded that it was a fair assumption. He added that there is a buffer between the new lots and the existing lots to the north. Commissioner Soller asked if any development was planned for Outlot A or Outlot B. Mr. Maass answered that the outlots are not large enough to have a beach lot for the lake. Outlot A and Outlot B could not be sold independently. Commissioner Soller questioned if it was a net increase of four homes, and asked about the traffic impact and if there was a need to assess this traffic impact. Mr. Maass answered that it would be a negligible addition. There is a handful of utility stubs out to this property in anticipation it would develop. He commented that adding the access to Stratford Lane was a net positive because it removed the access to a collector roadway. Commissioner Goff asked if the house would be removed. Mr. Maass confirmed this information. Commissioner Rosengren moved, Commissioner Trevena seconded that the Chanhassen Planning Commission recommend the approval of the requested preliminary plat for the 3.02-acre property located at 6870 Minnewashta Parkway subject to the conditions of approval, and adopt the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2. CONSIDER ORDINANCE XXX: AMENDMENT TO THE PUDR FOR THE CHAPARRAL, CHAPARRAL 2ND ADDITION AND CHAPARRAL 3RD ADDITION. Associate Planner Rachel Arsenault reviewed information about the Proposed Minor PUD Amendment. She summarized the zoning overview. Commissioner Soller asked if the quad units would still have the width and depth requirements. These would be eliminated for the single-family units and the duplexes. Ms. Arsenault confirmed this information. She stated that the quads have additional regulations for screened-in patios and porches. She commented that a majority of the installed decks are within regulation. Commissioner Goff asked if they could be smaller since they are at the maximum depth and width. Ms. Arsenault confirmed this information. 103 Planning Commission Minutes – July 16, 2024 5 Mr. Maass stated that the depth for the porches is the current requirement. He commented that the quad units were not a part of the initial land use application. Commissioner Goff asked if the quad units were a part of the homeowners’ association (HOA). Ms. Arsenault answered that the HOA only manages the duplexes, but it made sense for the staff to modify the regulations for the single-family housing as well. Commissioner Soller asked if there were existing bylaws within the HOA that offer additional restrictions on the topic. Ms. Arsenault responded that she was not aware of any HOA bylaws due to the fact staff does not enforce them. They will still be limited by the setbacks for each parcel that currently apply. Commissioner Soller asked if this was one resident’s request, or a request provided by the HOA. Mr. Maass said he would have the applicant respond to that question. Vice Chair Jobe opened the public hearing. Loren Jensen, 820 Pontiac Lane, commented that the decks within the HOA were very different. It would be appropriate to have an 8-foot by 10-foot deck based on the size of the home. They considered the size of the decks to help alleviate financial burdens for the residents and the association. Commissioner Soller asked if decks were required. Mr. Jensen responded that decks are not required, which made it difficult to justify the expense for homeowners without decks. Commissioner Soller asked what the HOA is financially responsible for regarding the decks. Mr. Jensen answered that the HOA was responsible for lawn care, snow removal, siding, roofing, sidewalks, and trees. They are trying to keep the HOA financially sound. Commissioner Soller questioned that they requested the city to regulate to a maximum size. The city is leaving the sizing to the HOA. Mr. Jensen responded that the HOA has bylaws that would maintain the rules and regulations for these specific houses. They are encouraging homeowners to take better care of their decks to help prevent costly maintenance. Patrick Banas, 6881 Chaparral Lane, reviewed concerns about the original construction of the deck on his home. He provided an overview of the options provided for updating his deck. He stated that many of the single-family homes within this area are zoned into the PUDR and do not 104 Planning Commission Minutes – July 16, 2024 6 match the characteristics of the duplexes and quad units. Nearby homes not in the PUDR do not have size limits on deck size. Charles Patrick Zecco, 830 and 840 Pontiac Lane, commented that the 10-foot by 20-foot deck size was not a requirement, but was a cap. He voiced concerns with the value of the home being impacted by the requirement to downsize the decks. A smaller size deck would be a sacrifice of the quality of life. Sheila McSherry, 841 Pontiac Lane, stated that she understood the restraints of the HOA to fund a smaller deck size. She voiced favor for the city stepping away and the HOA taking care of the issue. Ron Talbot, 8991 Pima Lane, reviewed the history of the construction of his deck. He voiced additional costs that would be included if the deck were downsized. He asked if the homeowner could pay an extra cost to maintain the large deck. He commented that the HOA should work with the residents. Vice Chair Jobe closed the public hearing. Commissioner Goff asked if the city was saying the setbacks should match the City Code for the PUD. Ms. Arsenault stated that the setbacks are already in place and decks should meet these requirements. There are no city-specific maximum or minimum regulations for the size of a deck. Commissioner Goff questioned if a resident met the setbacks, they could rebuild a large deck. Ms. Arsenault confirmed this information. If a resident applied for a building permit that met setback regulations, it would be approved. Commissioner Goff commented that there is a difference between what the city does and what the HOA does. A resident should work with the HOA if they would like a larger deck. Commissioner Trevena stated that the HOA is determining the size of the setback. Vice Chair Jobe asked if this amendment was a cleanup of existing rules. Mr. Maass commented that a PUD is to get flexibility in the planning process. This development is unique since it has a variety of house styles. The city would like to only focus on the setbacks. Commissioner Goff asked if all could be removed, and the language could just state that it must follow setbacks. Mr. Maass answered that the upper section is related to the homes, but the setbacks are integral to the overall PUD. 105 Planning Commission Minutes – July 16, 2024 7 Commissioner Soller asked if an HOA could override a rule in the PUD. Mr. Maass answered that the city would review any permit requests based on the PUD zoning ordinance. If there is a private dispute between a private property owner and a private HOA, that is between those two groups. Commissioner Soller voiced appreciation for this stance on the issue. Commissioner Goff asked about the 30-foot setback. Mr. Mass clarified that the 30-foot setback was for the homes. Commissioner Trevena moved, Commissioner Soller seconded that the Chanhassen Planning Commission recommend that the City Council approve Ordinance XXX: Amending the Chaparral Planned Unit Development Residential, subject to the following conditions and adoption of Findings of Fact and Decision Recommendations. All voted in favor and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS: 1. RECOMMEND ADOPTION OF AN ORDINANCE AMENDING CITY CODE CHAPTER 20, ESTABLISHING DOWNTOWN DESIGN STANDARDS AND APPROVING THE DOWNTOWN DESIGN GUIDELINES AND WAYFINDING PLANNING STUDY Community Development Director Maass summarized the changes to the downtown design guidelines and design standards. He provided an overview of the site design and the building design. He noted that the primary revision from the last time the Planning Commission reviewed the documents was the removal of the conceptual street sections. Commissioner Rosengren asked how the removed street section files would be saved for future reference. Mr. Maass stated it was saved in the city files for future reference. Vice Chair Jobe asked when W 78th Street was estimated to be rebuilt. Mr. Maass responded that it was not currently within the five-year Capital Improvement Plan. Commissioner Johnson asked how well the new Civic Campus building met these design standards. Mr. Maass responded that he had not run the numbers officially, but the Civic Campus project incorporates high quality materials including brick, stone, and large amounts of glass windows. 106 Planning Commission Minutes – July 16, 2024 8 Commissioner Goff asked for the reasoning behind the flat roof requirements. Mr. Maass answered that the flat roof provides more of a commercial feel rather than a residential one. He stated the internal gutters can help manage the water. The flat roofs allow for valuable building height. Vice Chair Jobe questioned why tinted glass was prohibited. Mr. Maass indicated that the prohibition of tinted glass is for aesthetics as it would not allow for visibility into building spaces which is important in a downtown area. Mr. Maass indicated that there had been a discussion about having bird-safe glass requirements however after talking with architects about that possibility it was indicated that the zoning restricted the building height enough that bird safe glass would not be appropriate or necessary. Commissioner Soller asked if building height maximums were addressed. Mr. Maass answered that they are in the base zoning district. This document does not change height or setback requirements. Commissioner Soller asked if this ordinance was brand new and if it did not replace anything. Mr. Maass responded that the city has design standards for commercial, industrial, and multi- family buildings. This project focuses solely on buildings constructed downtown that go beyond the base requirements. Commissioner Goff moved, Commissioner Rosengren seconded that the Chanhassen Planning Commission recommend that the City Council adopt the ordinance amending chapter 20 of the City Code, establishing Downtown Design Standards and approve the Downtown Design Guidelines and Wayfinding Planning Study. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JUNE 18, 2024 Commissioner Goff moved, Commissioner Trevena seconded to approve the Chanhassen Planning Commission summary minutes dated June 18, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 2. APPROVAL OF PLANNING COMMISSION WORK SESSION MINUTES DATED JULY 2, 2024 Commissioner Trevena moved, Commissioner Rosengren seconded to approve the Chanhassen Planning Commission summary minutes dated July 2, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 107 Planning Commission Minutes – July 16, 2024 9 COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: Commissioner Goff asked if there was any update on the requested name change for the Central Business District. Mr. Maass noted that this concern was still being addressed. Commissioner Goff asked if what was addressed during the work session would move to an amendment. Mr. Maass answered that Mayor Ryan is out of the country and it will be discussed when she returns. OPEN DISCUSSION: None. ADJOURNMENT: Commissioner Soller moved, Commissioner Rosengren seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:45 p.m. Submitted by Eric Maass Planning Director 108 City Council Item September 9, 2024 Item Receive Planning Commission Work Session Minutes dated August 20, 2024 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission Work Session minutes dated August 20, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 109 Planning Commission Work Session minutes dated August 20, 2024 110 CHANHASEN PLANNING COMISSION WORK SESSION MINUTES August 20, 2024 The work session was called to order at 6:00 p.m. COUNCIL MEMBERS PRESENT: Commissioner Steve Jobe, Commissioner Ed Goff, Chair Eric Noyes, Commissioner Jeremy Rosengren, Commissioner Perry Schwartz COUNCIL MEMBERS ABSENT: Commissioner Ryan Soller, Commissioner Katie Trevena STAFF PRESENT: Eric Maass, Community Development Director; Rachel Arsenault, Associate Planner; Rachel Jeske, Planner Signage Code Discussion Eric Maass, Community Development Director, started by reviewing the work plan for 2024 and the reason for working on the sign code. He began the presentation by reviewing the legal implications of the Supreme Court case Reed v. Town of Gilbert, Arizona. He continued by reviewing the existing relevant code definitions and proposed staff changes. The Commissioners provided comments on the definition content and grammar, and posed clarifying questions. Mr. Maass took notes regarding the comments, responded, and moved into reviewing the purpose section of the sign code. The Commissioners pointed out redundancies within the code and potential legal issues with the judgment of certain signage. Mr. Maass noted the concerns on the working document and continued through sign fees and variances. Mr. Maass highlighted the potential request the Planning Commission could make to City Council for all sign requests beyond what is allowed within code. Chair Noyes mentioned past variances for signage were reviewed by the Planning Commission, but the ordinance states that sign variances require City Council approval. He recommended staff review if sign variance approval is currently deferred to the Planning Commission based on these past cases. Mr. Maass continued presenting the sign code working document. PUBLIC PRESENT: None 111 The Commissioners asked clarifying questions regarding process, legal, and state statutes. Commissioner Rosengren inquired about First Amendment carve-outs, such as yelling fire in a crowded room, and if such carve-outs are explicitly or implicitly implied in city sign code. Mr. Maass responded that will have to be verified with the attorney. He continued forward through review of the sign code. The Commissioners proposed changes to sign code such as listing examples with the phrase “included but not limited to” and adding the word “contiguous” to code regulating the number of days signs can be posted. Mr. Maass noted these changes in the document and continued reviewing proposed changes such as staff’s proposal to move the Temporary Development Project Signs section from Signs Allowed Without a Permit to Permitted Temporary Signs. The Commissioners continued noting proposed changes to the code. Commissioner Noyes recommended that staff explore the recent court case on a city attempting to limit flag size prior to finalizing the changes to the sign code. Mr. Maass finished presenting the working document of the sign code and stated the next steps would be for staff to make the noted changes, send the code for attorney review, bring it forward for review at Planning Commission, then bring it back for Planning Commission’s official recommendation, and finally City Council vote. He hopes to have this project wrapped up prior to the end of 2024. The meeting was adjourned at 8:23 p.m. Prepared by Rachel Arsenault, Associate Planner, and Rachel Jeske, Planner 112 City Council Item September 9, 2024 Item Approve Claims Paid dated September 9, 2024 File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated September 9, 2024." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on September 9, 2024: Total Claims $1,643,731.97 BUDGET RECOMMENDATION 113 ATTACHMENTS Payment Summary Payment Detail 114 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount ANDY & ANN MAUS 08/21/2024 0.00 4.54 ARTURO LOPEZ GARCIA 08/21/2024 0.00 23.96 BENJAMIN & MELISSA EDDY 08/21/2024 0.00 22.88 BRAUN INTERTEC CORPORATION 08/21/2024 0.00 19,763.50 BRENNAN & LAURA WAND 08/21/2024 0.00 8.17 BURNET TITLE 08/21/2024 0.00 90.90 CAROL THUENING 08/21/2024 0.00 40.67 CARVER COUNTY ABSTRACT & TITLE 08/21/2024 0.00 202.82 CENTERPOINT ENERGY MINNEGASCO 08/21/2024 0.00 1,496.71 CenturyLink 08/21/2024 0.00 123.88 CHB TITLE LLC 08/21/2024 0.00 38.89 CHB TITLE LLC 08/21/2024 0.00 38.25 CPP3 LLC 08/21/2024 0.00 135.39 DANIEL & ELIZABETH LEWIS 08/21/2024 0.00 40.67 DCA TITLE 08/21/2024 0.00 47.93 ESQUIRE TITLE SERVICE 08/21/2024 0.00 53.11 FIDELITY NATIONAL TITLE COMPANY LLC 08/21/2024 0.00 18.48 FRANK BEDDOR 08/21/2024 0.00 20.21 GORAN SPASOJEVIC 08/21/2024 0.00 56.22 HAROLD & JANE BAUMCHEN 08/21/2024 0.00 65.15 JAMES & MICHELLE FREEBERSYSER 08/21/2024 0.00 42.32 JANA JOHNSON 08/21/2024 0.00 22.50 JOSE & MELISSA MARRUJO 08/21/2024 0.00 61.82 LORI JEAN FREE 08/21/2024 0.00 48.10 Marco Inc 08/21/2024 0.00 735.00 MARK & VAL NELSON 08/21/2024 0.00 52.93 MARK LOE 08/21/2024 0.00 14.58 MARKET TITLE 08/21/2024 0.00 17.01 MN VALLEY ELECTRIC COOP 08/21/2024 0.00 358.73 STEWART TITLE COMPANY 08/21/2024 0.00 103.43 TAMMY ZUREK REVOCABLE TRUST 08/21/2024 0.00 26.18 TIMOTHY & LISA STAFFANSON 08/21/2024 0.00 5.31 TITLEMARK LLC 08/21/2024 0.00 74.39 TITLESMART 08/21/2024 0.00 74.81 WADE & JAMIE MCANELLY 08/21/2024 0.00 61.35 XCEL ENERGY INC 08/21/2024 0.00 52.65 Amanda Katterheinrich 08/22/2024 0.00 70.00 Blackburn Manufacturing Company 08/22/2024 0.00 497.10 BOLTON & MENK INC 08/22/2024 0.00 960.00 BORDER STATES ELECTRIC SUPPLY 08/22/2024 0.00 1,174.75 BS & A Software 08/22/2024 0.00 3,541.00 CAMPBELL KNUTSON 08/22/2024 0.00 17,788.74 Carver County 08/22/2024 0.00 250.00 CARVER COUNTY ENVIRONMENTAL 08/22/2024 0.00 167.40 Page 1 of 4 115 Vendor Name Check Date Void Checks Check Amount COMPUTER INTEGRATION TECHN. 08/22/2024 0.00 325.00 Daniel Langehough 08/22/2024 0.00 100.00 David Vogel 08/22/2024 0.00 150.00 Decker Supply Co Inc 08/22/2024 0.00 707.77 DELL MARKETING LP 08/22/2024 0.00 2,490.00 Dultmeier Sales LLC 08/22/2024 0.00 346.92 ECM PUBLISHERS INC 08/22/2024 0.00 36.27 Emergency Technical Decon 08/22/2024 0.00 2,461.00 Emily Schultz 08/22/2024 0.00 100.00 Engel Water Testing Inc 08/22/2024 0.00 875.00 Ferguson Enterprises, Inc. #1657 08/22/2024 0.00 4.99 Ferguson Waterworks #2518 08/22/2024 0.00 265.96 GOPHER STATE ONE-CALL INC 08/22/2024 0.00 784.35 Grazzini Brothers & Company 08/22/2024 0.00 7,125.00 HealthPartners, Inc. 08/22/2024 0.00 92,830.57 HENNEPIN COUNTY 08/22/2024 0.00 2,000.00 HENNEPIN COUNTY FIRE CHIEF'S ASSN 08/22/2024 0.00 292.68 Indoor Landscapes Inc 08/22/2024 0.00 187.00 Industrial Scientific Corporation 08/22/2024 0.00 1,131.09 Innovative Office Solutions LLC 08/22/2024 0.00 176.61 Jason Erickson 08/22/2024 0.00 100.00 Jeanne Becigneul 08/22/2024 0.00 100.00 Jeffrey Peshek 08/22/2024 0.00 100.00 Jessica Brabender 08/22/2024 0.00 35.00 Kelleher Construction, Inc 08/22/2024 0.00 407,621.25 KELLINGTON CONSTRUCTION 08/22/2024 0.00 16,672.50 KENNEDY & GRAVEN, CHARTERED 08/22/2024 0.00 5,655.00 LAKETOWN ELECTRIC CORPORATION 08/22/2024 0.00 58,425.00 Llama Mama MN 08/22/2024 0.00 450.00 Lockridge Grindal Nauen P.L.L.P 08/22/2024 0.00 3,333.33 MERLINS ACE HARDWARE 08/22/2024 0.00 1,206.41 METROPOLITAN COUNCIL 08/22/2024 0.00 230,855.78 MINNESOTA PETROLEUM SERVICE INC 08/22/2024 0.00 298.50 Minnesota Pump Works 08/22/2024 0.00 30.10 Minnkota Architectural Products Co, Inc 08/22/2024 0.00 14,231.95 Minuteman Press 08/22/2024 0.00 228.01 NAPA AUTO & TRUCK PARTS 08/22/2024 0.00 43.30 NEWMAN SIGNS INC 08/22/2024 0.00 1,380.73 Nicholas Dinkel 08/22/2024 0.00 50.00 NvoicePay 08/22/2024 0.00 771.50 Pioneer Research Corporation 08/22/2024 0.00 1,369.13 Pollard Water 08/22/2024 0.00 200.56 PRAIRIE RESTORATIONS INC 08/22/2024 0.00 1,973.00 Premium Waters, Inc 08/22/2024 0.00 4.32 Rain for Rent 08/22/2024 0.00 2,480.52 Ramsey Excavating Company 08/22/2024 0.00 401,384.02 Ryan McDonnell 08/22/2024 0.00 100.00 SAFEASSURE CONSULTANTS INC 08/22/2024 0.00 10,510.95 TimeSaver Off Site Secretarial, Inc 08/22/2024 0.00 167.00 UNIVERSITY OF MINNESOTA 08/22/2024 0.00 493.88 Waste Management of Minnesota, Inc 08/22/2024 0.00 2,238.90 WM MUELLER & SONS INC 08/22/2024 0.00 112.00 ZACK'S INC. 08/22/2024 0.00 93.72 Page 2 of 4 116 Vendor Name Check Date Void Checks Check Amount ZIEGLER INC 08/22/2024 0.00 0.52 CCP NI MASTER TENANT 4 LLC 08/28/2024 0.00 7,213.42 CHARLES SIEGLE 08/28/2024 0.00 45.00 Keegan Geske 08/28/2024 0.00 175.00 Marco Inc 08/28/2024 0.00 2,303.64 MN DEPT OF HEALTH 08/28/2024 0.00 21,184.00 MN VALLEY ELECTRIC COOP 08/28/2024 0.00 173.83 Potentia MN Solar 08/28/2024 0.00 10,424.28 VERIZON WIRELESS 08/28/2024 0.00 250.20 XCEL ENERGY INC 08/28/2024 0.00 14,326.38 Advanced Engineering & Environmental Services, LLC 08/29/2024 0.00 26,529.50 ALERT ALL CORPORATION 08/29/2024 0.00 3,590.00 Barr Engineering Company 08/29/2024 0.00 977.50 Boarman Kroos Vogel Group Inc 08/29/2024 0.00 17,100.69 BOLTON & MENK INC 08/29/2024 0.00 201.00 Colonial Life & Accident Insurance Co 08/29/2024 0.00 189.54 DocuSign 08/29/2024 0.00 5,628.75 ECM PUBLISHERS INC 08/29/2024 0.00 76.42 EHLERS & ASSOCIATES INC 08/29/2024 0.00 4,716.25 Eull's Manufacturing Co Inc 08/29/2024 0.00 426.60 Ferguson Waterworks #2518 08/29/2024 0.00 5,996.62 Fidelity Security Life 08/29/2024 0.00 342.01 GREEN MEADOWS INC 08/29/2024 0.00 1,381.92 Hach Company 08/29/2024 0.00 5,853.62 HANSEN THORP PELLINEN OLSON 08/29/2024 0.00 5,441.00 HAWKINS CHEMICAL 08/29/2024 0.00 28,902.12 Heritage Shade Tree Consultants, Inc 08/29/2024 0.00 6,625.00 Infosend, Inc 08/29/2024 0.00 3,585.08 Innovative Office Solutions LLC 08/29/2024 0.00 247.96 KATH FUEL OIL SERVICE 08/29/2024 0.00 6,207.70 KENNEDY & GRAVEN, CHARTERED 08/29/2024 0.00 2,581.00 KIMLEY HORN AND ASSOCIATES INC 08/29/2024 0.00 11,940.00 Kraus-Anderson Construction Company 08/29/2024 0.00 88,215.22 Lennar 08/29/2024 0.00 2,250.00 Luke Alliger 08/29/2024 0.00 704.64 Melissa Butenschoen 08/29/2024 0.00 100.00 Minuteman Press 08/29/2024 0.00 42.00 MN RECREATION & PARK ASSOC. 08/29/2024 0.00 210.00 MTI DISTRIBUTING INC 08/29/2024 0.00 79.44 Neil Klingelhutz 08/29/2024 0.00 176.16 North American Safety, Inc. 08/29/2024 0.00 838.50 Paragon Party Ponies LLC 08/29/2024 0.00 550.00 PAUL PALMER 08/29/2024 0.00 293.60 Pinnacle Pest Control 08/29/2024 0.00 730.00 Pitney Bowes Inc. 08/29/2024 0.00 180.72 POWER SYSTEMS 08/29/2024 0.00 58.50 Premium Waters, Inc 08/29/2024 0.00 26.88 Ready Watt Electric 08/29/2024 0.00 4,905.00 SEH 08/29/2024 0.00 17,723.61 SiteOne Landscape Supply 08/29/2024 0.00 278.12 Stepp Manufacturing 08/29/2024 0.00 267.20 SUMMIT FIRE PROTECTION 08/29/2024 0.00 1,483.25 The Goodyear Tire & Rubber Company 08/29/2024 0.00 2,373.44 Page 3 of 4 117 Vendor Name Check Date Void Checks Check Amount Tom Marcsisak 08/29/2024 0.00 1,350.56 True Plumbing Solutions MN LLC 08/29/2024 0.00 975.00 WATSON COMPANY 08/29/2024 0.00 409.97 WM MUELLER & SONS INC 08/29/2024 0.00 1,274.61 Report Total:0.00 1,643,731.97 Page 4 of 4 118 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 8/30/2024 2:41:46 PM Last Name Acct 1 Amount Check Date Description Advanced Engineering & Environmental Services, LLC 700-0000-4300 2,207.00 8/29/2024 technical support for water system Advanced Engineering & Environmental Services, LLC 701-7061-4300 24,322.50 8/29/2024 LS#33 Design 26,529.50 8/29/2024 Advanced Engineering & Environmental Services, LLC 26,529.50 ALERT ALL CORPORATION 101-1220-4144 3,590.00 8/29/2024 Open house/pub ed materials 3,590.00 8/29/2024 ALERT ALL CORPORATION 3,590.00 Alliger Luke 101-1766-4341 704.64 8/29/2024 Summer Softball Umpire-24 Games Total 704.64 8/29/2024 Alliger Luke 704.64 Barr Engineering Company 700-7025-4300 977.50 8/29/2024 Well #10 & 12 Rehab Project 977.50 8/29/2024 Barr Engineering Company 977.50 BAUMCHEN HAROLD & JANE 700-0000-2020 0.81 8/21/2024 Refund Check 097906-000, 785 SANTA VERA BAUMCHEN HAROLD & JANE 700-0000-2020 18.66 8/21/2024 Refund Check 097906-000, 785 SANTA VERA BAUMCHEN HAROLD & JANE 701-0000-2020 35.69 8/21/2024 Refund Check 097906-000, 785 SANTA VERA BAUMCHEN HAROLD & JANE 720-0000-2020 9.99 8/21/2024 Refund Check 097906-000, 785 SANTA VERA AP - Check Detail (8/30/2024)Page 1 of 30 119 Last Name Acct 1 Amount Check Date Description 65.15 8/21/2024 BAUMCHEN HAROLD & JANE 65.15 Becigneul Jeanne 700-7204-4901 100.00 8/22/2024 Water Wise Rebate- Clothes Washer 100.00 8/22/2024 Becigneul Jeanne 100.00 BEDDOR FRANK 720-0000-2020 20.21 8/21/2024 Refund Check 009635-000, 1030 PLEASANT VIEW RD 20.21 8/21/2024 BEDDOR FRANK 20.21 Blackburn Manufacturing Company 700-0000-4150 248.55 8/22/2024 locating paint Blackburn Manufacturing Company 701-0000-4150 248.55 8/22/2024 locating paint 497.10 8/22/2024 Blackburn Manufacturing Company 497.10 Boarman Kroos Vogel Group Inc 414-4010-4300 17,100.69 8/29/2024 Civic Campus-Senior Ctr & Park Bldg 17,100.69 8/29/2024 Boarman Kroos Vogel Group Inc 17,100.69 BOLTON & MENK INC 601-6051-4300 700.80 8/22/2024 2023 Street Rehab-73% BOLTON & MENK INC 720-6051-4300 115.20 8/22/2024 2023 Street Rehab-12% BOLTON & MENK INC 701-6051-4300 38.40 8/22/2024 2023 Street Rehab-4% BOLTON & MENK INC 700-6051-4300 105.60 8/22/2024 2023 Street Rehab-11% 960.00 8/22/2024 BOLTON & MENK INC 701-0000-4303 201.00 8/29/2024 2024 CIPP Specification AP - Check Detail (8/30/2024)Page 2 of 30 120 Last Name Acct 1 Amount Check Date Description 201.00 8/29/2024 BOLTON & MENK INC 1,161.00 BORDER STATES ELECTRIC SUPPLY 701-7025-4705 1,174.75 8/22/2024 lift station 28 CIP supplies 1,174.75 8/22/2024 BORDER STATES ELECTRIC SUPPLY 1,174.75 Brabender Jessica 101-1638-3630 35.00 8/22/2024 Lake Ann Camp rainout day refund 35.00 8/22/2024 Brabender Jessica 35.00 BRAUN INTERTEC CORPORATION 701-6060-4300 683.64 8/21/2024 2024 Pavement Rehab-Sanitary @ 8% BRAUN INTERTEC CORPORATION 601-6060-4300 5,041.85 8/21/2024 2024 Pavement Rehab-PMP @ 59% BRAUN INTERTEC CORPORATION 720-6060-4300 1,880.01 8/21/2024 2024 Pavement Rehab-Storm @ 22% BRAUN INTERTEC CORPORATION 700-6060-4300 940.00 8/21/2024 2024 Pavement Rehab-Water @ 11% BRAUN INTERTEC CORPORATION 720-6060-4300 2,467.96 8/21/2024 2024 Pavement Rehab-Storm @ 22@ BRAUN INTERTEC CORPORATION 601-6060-4300 6,618.62 8/21/2024 2024 Pavement Rehab-PMP @ 59% BRAUN INTERTEC CORPORATION 700-6060-4300 1,233.98 8/21/2024 2024 Pavement Rehab-Water @ 11% BRAUN INTERTEC CORPORATION 701-6060-4300 897.44 8/21/2024 2024 Pavement Rehab-Sanitary @ 8% 19,763.50 8/21/2024 BRAUN INTERTEC CORPORATION 19,763.50 BS & A Software 101-1160-4236 3,541.00 8/22/2024 Online Permit Service Fees - Q2 3,541.00 8/22/2024 BS & A Software 3,541.00 BURNET TITLE 701-0000-2020 71.02 8/21/2024 Refund Check 101293-000, 8520 WATERS EDGE DRIVE BURNET TITLE 720-0000-2020 19.88 8/21/2024 Refund Check 101293-000, 8520 WATERS EDGE DRIVE AP - Check Detail (8/30/2024)Page 3 of 30 121 Last Name Acct 1 Amount Check Date Description 90.90 8/21/2024 BURNET TITLE 90.90 Butenschoen Melissa 700-7204-4901 100.00 8/29/2024 Water Wise Rebate- Dishwasher 100.00 8/29/2024 Butenschoen Melissa 100.00 CAMPBELL KNUTSON 601-6040-4701 306.25 8/22/2024 Galpin Blvd ROW-City CAMPBELL KNUTSON 601-6140-4701 306.25 8/22/2024 Galpin Blvd ROW - County CAMPBELL KNUTSON 101-1140-4302 17,176.24 8/22/2024 Legal services-July 2024 17,788.74 8/22/2024 CAMPBELL KNUTSON 17,788.74 Carver County 101-1210-4300 250.00 8/22/2024 Liquor License Background check Board and Brush 250.00 8/22/2024 Carver County 250.00 CARVER COUNTY ABSTRACT & TITLE 701-0000-2020 32.71 8/21/2024 Refund Check 019408-000, 9310 RIVER ROCK DRIVE N CARVER COUNTY ABSTRACT & TITLE 700-0000-2020 160.78 8/21/2024 Refund Check 019408-000, 9310 RIVER ROCK DRIVE N CARVER COUNTY ABSTRACT & TITLE 700-0000-2020 0.89 8/21/2024 Refund Check 019408-000, 9310 RIVER ROCK DRIVE N CARVER COUNTY ABSTRACT & TITLE 720-0000-2020 8.44 8/21/2024 Refund Check 019408-000, 9310 RIVER ROCK DRIVE N 202.82 8/21/2024 CARVER COUNTY ABSTRACT & TITLE 202.82 CARVER COUNTY ENVIRONMENTAL 700-0000-4150 167.40 8/22/2024 old paint and other chemicals 167.40 8/22/2024 AP - Check Detail (8/30/2024)Page 4 of 30 122 Last Name Acct 1 Amount Check Date Description CARVER COUNTY ENVIRONMENTAL 167.40 CCP NI MASTER TENANT 4 LLC 700-0000-4320 116.61 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 365.56 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 124.30 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 3,035.90 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 29.86 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,330.36 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 390.63 8/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,820.20 8/28/2024 Electric Charges 7,213.42 8/28/2024 CCP NI MASTER TENANT 4 LLC 7,213.42 CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 484.06 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 83.06 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 20.68 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 36.17 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 408.18 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 115.35 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 81.19 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 42.44 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 88.06 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 101.35 8/21/2024 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 36.17 8/21/2024 Gas Charges 1,496.71 8/21/2024 CENTERPOINT ENERGY MINNEGASCO 1,496.71 CenturyLink 700-0000-4310 32.00 8/21/2024 Telephone & Communication Charges CenturyLink 701-0000-4310 32.00 8/21/2024 Telephone & Communication Charges CenturyLink 700-7043-4310 59.88 8/21/2024 Telephone & Communication Charges 123.88 8/21/2024 CenturyLink 123.88 AP - Check Detail (8/30/2024)Page 5 of 30 123 Last Name Acct 1 Amount Check Date Description CHB TITLE LLC 700-0000-2020 1.03 8/21/2024 Refund Check 013791-000, 6991 COUNTRY OAKS ROAD CHB TITLE LLC 720-0000-2020 12.66 8/21/2024 Refund Check 013791-000, 6991 COUNTRY OAKS ROAD CHB TITLE LLC 701-0000-2020 12.60 8/21/2024 Refund Check 013791-000, 6991 COUNTRY OAKS ROAD CHB TITLE LLC 700-0000-2020 11.96 8/21/2024 Refund Check 013791-000, 6991 COUNTRY OAKS ROAD CHB TITLE LLC 720-0000-2020 3.92 8/21/2024 Refund Check 015063-000, 2165 MAJESTIC WAY CHB TITLE LLC 700-0000-2020 0.32 8/21/2024 Refund Check 015063-000, 2165 MAJESTIC WAY CHB TITLE LLC 700-0000-2020 15.10 8/21/2024 Refund Check 015063-000, 2165 MAJESTIC WAY CHB TITLE LLC 701-0000-2020 19.55 8/21/2024 Refund Check 015063-000, 2165 MAJESTIC WAY 77.14 8/21/2024 CHB TITLE LLC 77.14 Colonial Life & Accident Insurance Co 701-0000-2008 45.84 8/29/2024 August premium Colonial Life & Accident Insurance Co 101-0000-2008 37.20 8/29/2024 August premium Colonial Life & Accident Insurance Co 700-0000-2008 106.50 8/29/2024 August premium 189.54 8/29/2024 Colonial Life & Accident Insurance Co 189.54 COMPUTER INTEGRATION TECHN.101-1160-4205 325.00 8/22/2024 SSL Cert Renewals - Laserfiche 325.00 8/22/2024 COMPUTER INTEGRATION TECHN. 325.00 CPP3 LLC 701-0000-2020 72.25 8/21/2024 Refund Check 104546-000, 7659 CENTURY PLACE CPP3 LLC 700-0000-2020 54.72 8/21/2024 Refund Check 104546-000, 7659 CENTURY PLACE CPP3 LLC 720-0000-2020 5.71 8/21/2024 Refund Check 104546-000, 7659 CENTURY PLACE CPP3 LLC 700-0000-2020 2.71 8/21/2024 Refund Check 104546-000, 7659 CENTURY PLACE 135.39 8/21/2024 CPP3 LLC 135.39 DCA TITLE 701-0000-2020 13.55 8/21/2024 Refund Check 104842-000, 6207 CASCADE PASS DCA TITLE 700-0000-2020 2.18 8/21/2024 Refund Check 104842-000, 6207 CASCADE PASS DCA TITLE 720-0000-2020 26.72 8/21/2024 Refund Check 104842-000, 6207 CASCADE PASS AP - Check Detail (8/30/2024)Page 6 of 30 124 Last Name Acct 1 Amount Check Date Description DCA TITLE 700-0000-2020 5.48 8/21/2024 Refund Check 104842-000, 6207 CASCADE PASS 47.93 8/21/2024 DCA TITLE 47.93 Decker Supply Co Inc 101-1320-4155 707.77 8/22/2024 street sign supplies 707.77 8/22/2024 Decker Supply Co Inc 707.77 DELL MARKETING LP 101-1160-4131 2,490.00 8/22/2024 Dell XPX 16 9640 - Charlie H 2,490.00 8/22/2024 DELL MARKETING LP 2,490.00 Dinkel Nicholas 700-7204-4901 50.00 8/22/2024 Water Wise Rebate- Irrigation Controller 50.00 8/22/2024 Dinkel Nicholas 50.00 DocuSign 101-1160-4215 5,628.75 8/29/2024 Docusign Annual Renewal 5,628.75 8/29/2024 DocuSign 5,628.75 Dultmeier Sales LLC 101-1320-4120 346.92 8/22/2024 plumbing supplies/brine house 346.92 8/22/2024 Dultmeier Sales LLC 346.92 ECM PUBLISHERS INC 101-1120-4336 36.27 8/22/2024 Ordinance Publication 731 AP - Check Detail (8/30/2024)Page 7 of 30 125 Last Name Acct 1 Amount Check Date Description 36.27 8/22/2024 ECM PUBLISHERS INC 101-1120-4336 76.42 8/29/2024 Publication of TIF Disclosure 76.42 8/29/2024 ECM PUBLISHERS INC 112.69 EDDY BENJAMIN & MELISSA 720-0000-2020 3.32 8/21/2024 Refund Check 101075-001, 980 REDWING COURT EDDY BENJAMIN & MELISSA 700-0000-2020 19.56 8/21/2024 Refund Check 101075-001, 980 REDWING COURT 22.88 8/21/2024 EDDY BENJAMIN & MELISSA 22.88 EHLERS & ASSOCIATES INC 480-0000-4300 1,106.87 8/29/2024 OSA Report Preparation EHLERS & ASSOCIATES INC 481-0000-4300 3,609.38 8/29/2024 OSA Report Preparation 4,716.25 8/29/2024 EHLERS & ASSOCIATES INC 4,716.25 Emergency Technical Decon 101-1220-4530 2,461.00 8/22/2024 First Round of Gear wash 2,461.00 8/22/2024 Emergency Technical Decon 2,461.00 Engel Water Testing Inc 700-0000-4300 875.00 8/22/2024 water samples 875.00 8/22/2024 Engel Water Testing Inc 875.00 Erickson Jason 700-7204-4901 100.00 8/22/2024 Water Wise Rebate- Clothes Washer AP - Check Detail (8/30/2024)Page 8 of 30 126 Last Name Acct 1 Amount Check Date Description 100.00 8/22/2024 Erickson Jason 100.00 ESQUIRE TITLE SERVICE 700-0000-2020 12.44 8/21/2024 Refund Check 012579-000, 2082 WEST 65TH STREET ESQUIRE TITLE SERVICE 700-0000-2020 0.73 8/21/2024 Refund Check 012579-000, 2082 WEST 65TH STREET ESQUIRE TITLE SERVICE 701-0000-2020 30.83 8/21/2024 Refund Check 012579-000, 2082 WEST 65TH STREET ESQUIRE TITLE SERVICE 720-0000-2020 9.11 8/21/2024 Refund Check 012579-000, 2082 WEST 65TH STREET 53.11 8/21/2024 ESQUIRE TITLE SERVICE 53.11 Eull's Manufacturing Co Inc 720-7207-4150 426.60 8/29/2024 catch basin rings 426.60 8/29/2024 Eull's Manufacturing Co Inc 426.60 Ferguson Enterprises, Inc. #1657 101-1550-4510 4.99 8/22/2024 Wax Ring (Lake Susan toilet repair) 4.99 8/22/2024 Ferguson Enterprises, Inc. #1657 4.99 Ferguson Waterworks #2518 701-0000-4240 75.00 8/22/2024 muck boots Ferguson Waterworks #2518 700-0000-4240 75.00 8/22/2024 muck boots Ferguson Waterworks #2518 700-0000-4260 92.42 8/22/2024 curb key Ferguson Waterworks #2518 700-0000-4550 23.54 8/22/2024 service charge 265.96 8/22/2024 Ferguson Waterworks #2518 700-0000-4550 1,148.14 8/29/2024 water repair supplies Ferguson Waterworks #2518 700-0000-4250 4,848.48 8/29/2024 water meter 5,996.62 8/29/2024 AP - Check Detail (8/30/2024)Page 9 of 30 127 Last Name Acct 1 Amount Check Date Description Ferguson Waterworks #2518 6,262.58 FIDELITY NATIONAL TITLE COMPANY LLC 720-0000-2020 5.94 8/21/2024 Refund Check 012143-000, 6350 TETON LANE FIDELITY NATIONAL TITLE COMPANY LLC 700-0000-2020 4.53 8/21/2024 Refund Check 012143-000, 6350 TETON LANE FIDELITY NATIONAL TITLE COMPANY LLC 701-0000-2020 7.52 8/21/2024 Refund Check 012143-000, 6350 TETON LANE FIDELITY NATIONAL TITLE COMPANY LLC 700-0000-2020 0.49 8/21/2024 Refund Check 012143-000, 6350 TETON LANE 18.48 8/21/2024 FIDELITY NATIONAL TITLE COMPANY LLC 18.48 Fidelity Security Life 700-0000-2007 36.95 8/29/2024 Vision insurance-September 2024 Fidelity Security Life 701-0000-2007 9.11 8/29/2024 Vision insurance-September 2024 Fidelity Security Life 101-0000-2007 289.32 8/29/2024 Vision insurance-September 2024 Fidelity Security Life 720-0000-2007 6.63 8/29/2024 Vision insurance-September 2024 342.01 8/29/2024 Fidelity Security Life 342.01 FREE LORI JEAN 700-0000-2020 1.03 8/21/2024 Refund Check 005280-000, 114 LAKEVIEW ROAD E FREE LORI JEAN 720-0000-2020 7.33 8/21/2024 Refund Check 005280-000, 114 LAKEVIEW ROAD E FREE LORI JEAN 700-0000-2020 13.80 8/21/2024 Refund Check 005280-000, 114 LAKEVIEW ROAD E FREE LORI JEAN 701-0000-2020 25.94 8/21/2024 Refund Check 005280-000, 114 LAKEVIEW ROAD E 48.10 8/21/2024 FREE LORI JEAN 48.10 FREEBERSYSER JAMES & MICHELLE 720-0000-2020 9.74 8/21/2024 Refund Check 012470-000, 6935 RUBY LANE FREEBERSYSER JAMES & MICHELLE 700-0000-2020 0.80 8/21/2024 Refund Check 012470-000, 6935 RUBY LANE FREEBERSYSER JAMES & MICHELLE 700-0000-2020 19.98 8/21/2024 Refund Check 012470-000, 6935 RUBY LANE FREEBERSYSER JAMES & MICHELLE 701-0000-2020 11.80 8/21/2024 Refund Check 012470-000, 6935 RUBY LANE 42.32 8/21/2024 FREEBERSYSER JAMES & MICHELLE 42.32 AP - Check Detail (8/30/2024)Page 10 of 30 128 Last Name Acct 1 Amount Check Date Description GARCIA ARTURO LOPEZ 700-0000-2020 8.37 8/21/2024 Refund Check 020733-001, 2404 HARVEST WAY GARCIA ARTURO LOPEZ 701-0000-2020 14.42 8/21/2024 Refund Check 020733-001, 2404 HARVEST WAY GARCIA ARTURO LOPEZ 700-0000-2020 0.57 8/21/2024 Refund Check 020733-001, 2404 HARVEST WAY GARCIA ARTURO LOPEZ 720-0000-2020 0.60 8/21/2024 Refund Check 020733-001, 2404 HARVEST WAY 23.96 8/21/2024 GARCIA ARTURO LOPEZ 23.96 Geske Keegan 101-1220-4370 175.00 8/28/2024 FAA Drone Test 175.00 8/28/2024 Geske Keegan 175.00 GOPHER STATE ONE-CALL INC 700-0000-4300 392.18 8/22/2024 Utility locates-July GOPHER STATE ONE-CALL INC 701-0000-4300 392.17 8/22/2024 Utility locates-July 784.35 8/22/2024 GOPHER STATE ONE-CALL INC 784.35 Grazzini Brothers & Company 414-4010-4702 7,125.00 8/22/2024 Pay App#1 -Civic Campus 7,125.00 8/22/2024 Grazzini Brothers & Company 7,125.00 GREEN MEADOWS INC 101-1250-1193 386.92 8/29/2024 Code Enforcement- Lawn Mowing GREEN MEADOWS INC 101-1320-4150 995.00 8/29/2024 Round-Up Spot Spraying 1,381.92 8/29/2024 GREEN MEADOWS INC 1,381.92 Hach Company 700-7043-4160 5,853.62 8/29/2024 west water treatment chemicals AP - Check Detail (8/30/2024)Page 11 of 30 129 Last Name Acct 1 Amount Check Date Description 5,853.62 8/29/2024 Hach Company 5,853.62 HANSEN THORP PELLINEN OLSON 101-1310-4300 1,724.00 8/29/2024 Detail Plate Drafting Services HANSEN THORP PELLINEN OLSON 400-0000-1155 2,124.00 8/29/2024 Audubon Business Park HANSEN THORP PELLINEN OLSON 400-0000-1155 1,416.00 8/29/2024 Deer Haven HANSEN THORP PELLINEN OLSON 400-0000-1155 177.00 8/29/2024 Xcel Service Center 5,441.00 8/29/2024 HANSEN THORP PELLINEN OLSON 5,441.00 HAWKINS CHEMICAL 700-7019-4160 20,113.85 8/29/2024 chemicals for east water treatment HAWKINS CHEMICAL 700-7043-4160 8,788.27 8/29/2024 west water treatment chemicals 28,902.12 8/29/2024 HAWKINS CHEMICAL 28,902.12 HealthPartners, Inc.700-0000-2013 364.40 8/22/2024 Dental Insurance-September 2024 HealthPartners, Inc.720-0000-2012 1,461.66 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2012 43,835.76 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2013 227.76 8/22/2024 Dental Insurance-September 2024 HealthPartners, Inc.700-0000-2012 2,192.50 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2012 27,771.54 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.701-0000-2013 318.86 8/22/2024 Dental Insurance-September 2024 HealthPartners, Inc.720-0000-2013 91.08 8/22/2024 Dental Insurance-September 2024 HealthPartners, Inc.701-0000-2012 1,461.65 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2012 2,192.49 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2013 3,780.42 8/22/2024 Dental Insurance-September 2024 HealthPartners, Inc.701-0000-2012 2,739.74 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.700-0000-2012 4,566.22 8/22/2024 Health Insurance-September 2024 HealthPartners, Inc.101-0000-2012 1,826.49 8/22/2024 Health Insurance-September 2024 92,830.57 8/22/2024 AP - Check Detail (8/30/2024)Page 12 of 30 130 Last Name Acct 1 Amount Check Date Description HealthPartners, Inc. 92,830.57 HENNEPIN COUNTY 101-1150-4501 2,000.00 8/22/2024 Contract Services 2024 Assessment 2,000.00 8/22/2024 HENNEPIN COUNTY 2,000.00 HENNEPIN COUNTY FIRE CHIEF'S ASSN 101-1220-4300 292.68 8/22/2024 Blue Card Instructor Renewal 292.68 8/22/2024 HENNEPIN COUNTY FIRE CHIEF'S ASSN 292.68 Heritage Shade Tree Consultants, Inc 101-1420-4300 6,625.00 8/29/2024 Forestry Consultant June & July 6,625.00 8/29/2024 Heritage Shade Tree Consultants, Inc 6,625.00 Indoor Landscapes Inc 101-1170-4300 187.00 8/22/2024 Plant maintenance-September 187.00 8/22/2024 Indoor Landscapes Inc 187.00 Industrial Scientific Corporation 700-7043-4160 564.21 8/22/2024 service for gas monitor for west water treatment Industrial Scientific Corporation 700-0000-4359 10.00 8/22/2024 Late charge per MN Statute 471.425 Industrial Scientific Corporation 700-7043-4120 546.88 8/22/2024 gas monitor for chlorine Industrial Scientific Corporation 700-0000-4359 10.00 8/22/2024 LC Per MN Statute 471.425 1,131.09 8/22/2024 Industrial Scientific Corporation 1,131.09 Infosend, Inc 700-1130-4111 266.05 8/29/2024 July Statement Infosend, Inc 701-1130-4330 928.98 8/29/2024 July Postage AP - Check Detail (8/30/2024)Page 13 of 30 131 Last Name Acct 1 Amount Check Date Description Infosend, Inc 701-1130-4111 266.05 8/29/2024 July Statement Infosend, Inc 720-1130-4330 928.97 8/29/2024 July Postage Infosend, Inc 700-1130-4330 928.98 8/29/2024 July Postage Infosend, Inc 720-1130-4111 266.05 8/29/2024 July Statement 3,585.08 8/29/2024 Infosend, Inc 3,585.08 Innovative Office Solutions LLC 101-1120-4110 123.42 8/22/2024 City Hall Office Supplies Innovative Office Solutions LLC 101-1120-4110 53.19 8/22/2024 PW Coffee 176.61 8/22/2024 Innovative Office Solutions LLC 101-1120-4110 77.78 8/29/2024 Public Works Office Supplies Innovative Office Solutions LLC 101-1120-4110 170.18 8/29/2024 City Hall Office Supplies 247.96 8/29/2024 Innovative Office Solutions LLC 424.57 JOHNSON JANA 700-0000-2020 0.96 8/21/2024 Refund Check 100745-000, 719 MAGGIE WAY JOHNSON JANA 720-0000-2020 3.02 8/21/2024 Refund Check 100745-000, 719 MAGGIE WAY JOHNSON JANA 701-0000-2020 11.28 8/21/2024 Refund Check 100745-000, 719 MAGGIE WAY JOHNSON JANA 700-0000-2020 7.24 8/21/2024 Refund Check 100745-000, 719 MAGGIE WAY 22.50 8/21/2024 JOHNSON JANA 22.50 KATH FUEL OIL SERVICE 101-1370-4170 6,207.70 8/29/2024 grease / oil 6,207.70 8/29/2024 KATH FUEL OIL SERVICE 6,207.70 Katterheinrich Amanda 101-1638-3630 70.00 8/22/2024 Lake Ann Camp rainout refund AP - Check Detail (8/30/2024)Page 14 of 30 132 Last Name Acct 1 Amount Check Date Description 70.00 8/22/2024 Katterheinrich Amanda 70.00 Kelleher Construction, Inc 414-4010-4702 407,621.25 8/22/2024 Pay App#2 -Civic Campus 407,621.25 8/22/2024 Kelleher Construction, Inc 407,621.25 KELLINGTON CONSTRUCTION 414-4010-4702 16,672.50 8/22/2024 Pay App#1 -Civic Campus 16,672.50 8/22/2024 KELLINGTON CONSTRUCTION 16,672.50 KENNEDY & GRAVEN, CHARTERED 101-1420-4300 5,655.00 8/22/2024 Roers TIF No 13 invoice. Will be reimbursed by Roers 5,655.00 8/22/2024 KENNEDY & GRAVEN, CHARTERED 101-1420-4300 2,581.00 8/29/2024 Roers project related consulting. To be repaid by Roers. 2,581.00 8/29/2024 KENNEDY & GRAVEN, CHARTERED 8,236.00 KIMLEY HORN AND ASSOCIATES INC 210-0000-4300 6,917.50 8/29/2024 Comcast Support Services KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 1,435.00 8/29/2024 Erhart Farm KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 3,587.50 8/29/2024 Avienda 11,940.00 8/29/2024 KIMLEY HORN AND ASSOCIATES INC 11,940.00 Klingelhutz Neil 101-1766-4341 176.16 8/29/2024 Summer Softball Umpire-6 Games Total AP - Check Detail (8/30/2024)Page 15 of 30 133 Last Name Acct 1 Amount Check Date Description 176.16 8/29/2024 Klingelhutz Neil 176.16 Kraus-Anderson Construction Company 414-4010-4702 88,215.22 8/29/2024 KA Civic Campus CMA Invoice#2 88,215.22 8/29/2024 Kraus-Anderson Construction Company 88,215.22 LAKETOWN ELECTRIC CORPORATION 414-4010-4702 58,425.00 8/22/2024 Pay App#2 -Civic Campus 58,425.00 8/22/2024 LAKETOWN ELECTRIC CORPORATION 58,425.00 Langehough Daniel 700-7204-4901 100.00 8/22/2024 Water Wise Rebate- Clothes Washer 100.00 8/22/2024 Langehough Daniel 100.00 Lennar 101-0000-2075 750.00 8/29/2024 Landscape Escrow- 7208 Pearl Dr. Lennar 101-0000-2075 750.00 8/29/2024 Landscape Escrow- 7077 Pearl Dr. Lennar 101-0000-2075 750.00 8/29/2024 Landscape Escrow- 7310 Paisley Ct. 2,250.00 8/29/2024 Lennar 2,250.00 LEWIS DANIEL & ELIZABETH 701-0000-2020 23.51 8/21/2024 Refund Check 097549-000, 675 PLEASANT VIEW ROAD LEWIS DANIEL & ELIZABETH 700-0000-2020 10.71 8/21/2024 Refund Check 097549-000, 675 PLEASANT VIEW ROAD LEWIS DANIEL & ELIZABETH 700-0000-2020 0.49 8/21/2024 Refund Check 097549-000, 675 PLEASANT VIEW ROAD LEWIS DANIEL & ELIZABETH 720-0000-2020 5.96 8/21/2024 Refund Check 097549-000, 675 PLEASANT VIEW ROAD 40.67 8/21/2024 AP - Check Detail (8/30/2024)Page 16 of 30 134 Last Name Acct 1 Amount Check Date Description LEWIS DANIEL & ELIZABETH 40.67 Llama Mama MN 101-1613-4300 450.00 8/22/2024 4th of July llama experience 450.00 8/22/2024 Llama Mama MN 450.00 Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 8/22/2024 Lobbying services-August 2024 3,333.33 8/22/2024 Lockridge Grindal Nauen P.L.L.P 3,333.33 LOE MARK 720-0000-2020 14.58 8/21/2024 Refund Check 099053-000, 2703 CHES MAR FARM RD 14.58 8/21/2024 LOE MARK 14.58 Marco Inc 101-1160-4411 735.00 8/21/2024 Copier lease 735.00 8/21/2024 Marco Inc 101-1160-4310 2,303.64 8/28/2024 eGoldFAX Hosted FAX Service 3 Yr 2,303.64 8/28/2024 Marco Inc 3,038.64 Marcsisak Tom 101-1766-4341 1,350.56 8/29/2024 Softball Umpire - 46 Total Games 1,350.56 8/29/2024 Marcsisak Tom 1,350.56 MARKET TITLE 701-0000-2020 9.55 8/21/2024 Refund Check 005979-000, 517 MISSION HILLS DRIVE AP - Check Detail (8/30/2024)Page 17 of 30 135 Last Name Acct 1 Amount Check Date Description MARKET TITLE 700-0000-2020 0.87 8/21/2024 Refund Check 005979-000, 517 MISSION HILLS DRIVE MARKET TITLE 700-0000-2020 3.85 8/21/2024 Refund Check 005979-000, 517 MISSION HILLS DRIVE MARKET TITLE 720-0000-2020 2.74 8/21/2024 Refund Check 005979-000, 517 MISSION HILLS DRIVE 17.01 8/21/2024 MARKET TITLE 17.01 MARRUJO JOSE & MELISSA 700-0000-2020 14.67 8/21/2024 Refund Check 095380-000, 1973 TOPAZ DRIVE MARRUJO JOSE & MELISSA 700-0000-2020 1.70 8/21/2024 Refund Check 095380-000, 1973 TOPAZ DRIVE MARRUJO JOSE & MELISSA 720-0000-2020 20.90 8/21/2024 Refund Check 095380-000, 1973 TOPAZ DRIVE MARRUJO JOSE & MELISSA 701-0000-2020 24.55 8/21/2024 Refund Check 095380-000, 1973 TOPAZ DRIVE 61.82 8/21/2024 MARRUJO JOSE & MELISSA 61.82 MAUS ANDY & ANN 701-0000-2020 3.55 8/21/2024 Refund Check 101293-000, 8520 WATERS EDGE DRIVE MAUS ANDY & ANN 720-0000-2020 0.99 8/21/2024 Refund Check 101293-000, 8520 WATERS EDGE DRIVE 4.54 8/21/2024 MAUS ANDY & ANN 4.54 MCANELLY WADE & JAMIE 700-0000-2020 19.57 8/21/2024 Refund Check 101059-000, 4111 HALLGREN LANE MCANELLY WADE & JAMIE 700-0000-2020 1.01 8/21/2024 Refund Check 101059-000, 4111 HALLGREN LANE MCANELLY WADE & JAMIE 701-0000-2020 28.37 8/21/2024 Refund Check 101059-000, 4111 HALLGREN LANE MCANELLY WADE & JAMIE 720-0000-2020 12.40 8/21/2024 Refund Check 101059-000, 4111 HALLGREN LANE 61.35 8/21/2024 MCANELLY WADE & JAMIE 61.35 McDonnell Ryan 700-7204-4901 100.00 8/22/2024 Water Wise Rebate- Dishwasher 100.00 8/22/2024 AP - Check Detail (8/30/2024)Page 18 of 30 136 Last Name Acct 1 Amount Check Date Description McDonnell Ryan 100.00 MERLINS ACE HARDWARE 101-1320-4150 120.53 8/22/2024 Wasp & Hornet Killer Seal Tape Mailbox Line CF3 MERLINS ACE HARDWARE 701-0000-4120 17.99 8/22/2024 Gas Can Nospill MERLINS ACE HARDWARE 101-1320-4260 17.99 8/22/2024 Engineer Tape MERLINS ACE HARDWARE 700-7043-4510 2.79 8/22/2024 Pipe Insulation MERLINS ACE HARDWARE 700-7019-4150 3.59 8/22/2024 Adapter Sch 80 3/4 MERLINS ACE HARDWARE 700-0000-4140 38.61 8/22/2024 Black Vinyl Adv Numbers MERLINS ACE HARDWARE 101-1320-4240 223.98 8/22/2024 Stihl Pro Mark Helmet System MERLINS ACE HARDWARE 101-1312-4530 6.76 8/22/2024 Plumbing Supplies & Fixture MERLINS ACE HARDWARE 101-1550-4120 199.34 8/22/2024 Marking Paint Earmuff Battery Bolt Eye Cement Rain R Shine MERLINS ACE HARDWARE 720-7207-4150 57.97 8/22/2024 Elbow 90 PVC Elbow 45 PVC MERLINS ACE HARDWARE 101-1550-4151 13.99 8/22/2024 Ball Valve 1-1/2 MERLINS ACE HARDWARE 700-7043-4150 182.75 8/22/2024 Pipe PVC Sch 40 Plumbing Supplies & Fixtures Pressure Gauge MERLINS ACE HARDWARE 101-1550-4410 233.20 8/22/2024 Scaffolding Rental MERLINS ACE HARDWARE 700-7019-4160 8.38 8/22/2024 Red Coupling glv 1X3/4 MERLINS ACE HARDWARE 700-0000-4120 60.55 8/22/2024 Gas Can nospill Pipe Copper MERLINS ACE HARDWARE 101-1550-4260 17.99 8/22/2024 Ace LED Work Light 1,206.41 8/22/2024 MERLINS ACE HARDWARE 1,206.41 METROPOLITAN COUNCIL 701-0000-4509 230,855.78 8/22/2024 Wastewater services-September 2024 230,855.78 8/22/2024 METROPOLITAN COUNCIL 230,855.78 MINNESOTA PETROLEUM SERVICE INC 101-1370-4530 298.50 8/22/2024 service call 298.50 8/22/2024 MINNESOTA PETROLEUM SERVICE INC 298.50 Minnesota Pump Works 701-0000-4551 30.10 8/22/2024 lift station seal ring 30.10 8/22/2024 AP - Check Detail (8/30/2024)Page 19 of 30 137 Last Name Acct 1 Amount Check Date Description Minnesota Pump Works 30.10 Minnkota Architectural Products Co, Inc 414-4010-4702 14,231.95 8/22/2024 Pay App#1 -Civic Campus 14,231.95 8/22/2024 Minnkota Architectural Products Co, Inc 14,231.95 Minuteman Press 101-1120-4110 42.00 8/22/2024 Eric Maass Business Cards Minuteman Press 101-1120-4110 144.01 8/22/2024 Business Cards Minuteman Press 101-1120-4110 42.00 8/22/2024 Bob Sullivan Business Cards 228.01 8/22/2024 Minuteman Press 101-1120-4110 42.00 8/29/2024 Patrick Gavin Business Cards 42.00 8/29/2024 Minuteman Press 270.01 MN DEPT OF HEALTH 700-0000-4509 21,184.00 8/28/2024 water supply connection fee 21,184.00 8/28/2024 MN DEPT OF HEALTH 21,184.00 MN RECREATION & PARK ASSOC.101-1766-4356 210.00 8/29/2024 Men's State Softball Tournament - Registration Fee 210.00 8/29/2024 MN RECREATION & PARK ASSOC. 210.00 MN VALLEY ELECTRIC COOP 101-1350-4320 242.03 8/21/2024 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 116.70 8/21/2024 Electric Charges 358.73 8/21/2024 MN VALLEY ELECTRIC COOP 101-1350-4320 131.51 8/28/2024 Electric Charges AP - Check Detail (8/30/2024)Page 20 of 30 138 Last Name Acct 1 Amount Check Date Description MN VALLEY ELECTRIC COOP 101-1350-4320 42.32 8/28/2024 Electric Charges 173.83 8/28/2024 MN VALLEY ELECTRIC COOP 532.56 MTI DISTRIBUTING INC 101-1550-4120 79.44 8/29/2024 hose 79.44 8/29/2024 MTI DISTRIBUTING INC 79.44 NAPA AUTO & TRUCK PARTS 101-1320-4120 173.09 8/22/2024 filters NAPA AUTO & TRUCK PARTS 101-1320-4120 -129.79 8/22/2024 filter heater 43.30 8/22/2024 NAPA AUTO & TRUCK PARTS 43.30 NELSON MARK & VAL 700-0000-2020 13.54 8/21/2024 Refund Check 010058-000, 6890 NAVAJO DRIVE NELSON MARK & VAL 701-0000-2020 24.08 8/21/2024 Refund Check 010058-000, 6890 NAVAJO DRIVE NELSON MARK & VAL 700-0000-2020 1.15 8/21/2024 Refund Check 010058-000, 6890 NAVAJO DRIVE NELSON MARK & VAL 720-0000-2020 14.16 8/21/2024 Refund Check 010058-000, 6890 NAVAJO DRIVE 52.93 8/21/2024 NELSON MARK & VAL 52.93 NEWMAN SIGNS INC 101-1320-4155 1,380.73 8/22/2024 street signs 1,380.73 8/22/2024 NEWMAN SIGNS INC 1,380.73 North American Safety, Inc.701-0000-4240 279.50 8/29/2024 Kids vest to hand out for community events North American Safety, Inc.101-1320-4240 279.50 8/29/2024 Kids vest to hand out for community events North American Safety, Inc.700-0000-4240 279.50 8/29/2024 Kids vest to hand out for community events AP - Check Detail (8/30/2024)Page 21 of 30 139 Last Name Acct 1 Amount Check Date Description 838.50 8/29/2024 North American Safety, Inc. 838.50 NvoicePay 101-1130-4300 771.50 8/22/2024 Payment processing-July 771.50 8/22/2024 NvoicePay 771.50 PALMER PAUL 101-1766-4341 293.60 8/29/2024 Summer Softball Umpire-10 Games 293.60 8/29/2024 PALMER PAUL 293.60 Paragon Party Ponies LLC 101-1537-4345 550.00 8/29/2024 Barnyard Boogie Petting Zoo 550.00 8/29/2024 Paragon Party Ponies LLC 550.00 Peshek Jeffrey 700-7204-4901 100.00 8/22/2024 Water Wise Rebate- Dishwasher 100.00 8/22/2024 Peshek Jeffrey 100.00 Pinnacle Pest Control 101-1170-4510 200.00 8/29/2024 pest control Pinnacle Pest Control 701-0000-4510 80.00 8/29/2024 pest control Pinnacle Pest Control 101-1550-4510 160.00 8/29/2024 pest control Pinnacle Pest Control 101-1530-4510 80.00 8/29/2024 pest control Pinnacle Pest Control 700-0000-4510 210.00 8/29/2024 pest control 730.00 8/29/2024 AP - Check Detail (8/30/2024)Page 22 of 30 140 Last Name Acct 1 Amount Check Date Description Pinnacle Pest Control 730.00 Pioneer Research Corporation 101-1550-4150 1,369.13 8/22/2024 Sidewalk salt (restock) 1,369.13 8/22/2024 Pioneer Research Corporation 1,369.13 Pitney Bowes Inc.101-1120-4410 180.72 8/29/2024 meter rental 05/07/24 - 08/07/24 180.72 8/29/2024 Pitney Bowes Inc. 180.72 Pollard Water 701-0000-4120 200.56 8/22/2024 sensor for gas monitor 200.56 8/22/2024 Pollard Water 200.56 Potentia MN Solar 101-1170-4320 3,538.56 8/28/2024 Electric Charges Potentia MN Solar 700-0000-4320 2,333.61 8/28/2024 Electric Charges Potentia MN Solar 101-1190-4320 4,552.11 8/28/2024 Electric Charges 10,424.28 8/28/2024 Potentia MN Solar 10,424.28 POWER SYSTEMS 701-0000-4140 58.50 8/29/2024 313 H/F Solenoid Valve 58.50 8/29/2024 POWER SYSTEMS 58.50 PRAIRIE RESTORATIONS INC 101-1550-4574 1,973.00 8/22/2024 Prairie Restorations- IPM Visits AP - Check Detail (8/30/2024)Page 23 of 30 141 Last Name Acct 1 Amount Check Date Description 1,973.00 8/22/2024 PRAIRIE RESTORATIONS INC 1,973.00 Premium Waters, Inc 101-1550-4120 4.32 8/22/2024 Lake Ann Water 4.32 8/22/2024 Premium Waters, Inc 101-1550-4120 26.88 8/29/2024 Lake Ann Water 26.88 8/29/2024 Premium Waters, Inc 31.20 Rain for Rent 701-0000-4405 2,480.52 8/22/2024 roll off container for FOG 2,480.52 8/22/2024 Rain for Rent 2,480.52 Ramsey Excavating Company 414-4010-4702 401,384.02 8/22/2024 Pay App#3 -Civic Campus 401,384.02 8/22/2024 Ramsey Excavating Company 401,384.02 Ready Watt Electric 101-1170-4533 4,905.00 8/29/2024 Annual City Siren Maintenance 4,905.00 8/29/2024 Ready Watt Electric 4,905.00 SAFEASSURE CONSULTANTS INC 101-1370-4370 1,051.10 8/22/2024 Safety Training SAFEASSURE CONSULTANTS INC 700-0000-4370 1,576.64 8/22/2024 Safety Training SAFEASSURE CONSULTANTS INC 101-1550-4370 3,153.29 8/22/2024 Safety Training SAFEASSURE CONSULTANTS INC 720-7207-4370 1,576.64 8/22/2024 Safety Training SAFEASSURE CONSULTANTS INC 701-0000-4370 1,576.64 8/22/2024 Safety Training AP - Check Detail (8/30/2024)Page 24 of 30 142 Last Name Acct 1 Amount Check Date Description SAFEASSURE CONSULTANTS INC 101-1320-4370 1,576.64 8/22/2024 Safety Training 10,510.95 8/22/2024 SAFEASSURE CONSULTANTS INC 10,510.95 Schultz Emily 700-7204-4901 100.00 8/22/2024 Water Wise Rebate-Dishwasher 100.00 8/22/2024 Schultz Emily 100.00 SEH 410-4410-4300 17,723.61 8/29/2024 Lake Ann Park Preserve 17,723.61 8/29/2024 SEH 17,723.61 SIEGLE CHARLES 101-1550-4120 45.00 8/28/2024 Reimbursement-Mower Radiator Repair for 463 45.00 8/28/2024 SIEGLE CHARLES 45.00 SiteOne Landscape Supply 101-1550-4150 278.12 8/29/2024 Goose Repellent 278.12 8/29/2024 SiteOne Landscape Supply 278.12 SPASOJEVIC GORAN 720-0000-2020 6.39 8/21/2024 Refund Check 100595-000, 3771 MEADOW LANE SPASOJEVIC GORAN 701-0000-2020 25.12 8/21/2024 Refund Check 100595-000, 3771 MEADOW LANE SPASOJEVIC GORAN 700-0000-2020 24.19 8/21/2024 Refund Check 100595-000, 3771 MEADOW LANE SPASOJEVIC GORAN 700-0000-2020 0.52 8/21/2024 Refund Check 100595-000, 3771 MEADOW LANE 56.22 8/21/2024 AP - Check Detail (8/30/2024)Page 25 of 30 143 Last Name Acct 1 Amount Check Date Description SPASOJEVIC GORAN 56.22 STAFFANSON TIMOTHY & LISA 700-0000-2020 1.01 8/21/2024 Refund Check 013892-000, 4028 HALLGREN COURT STAFFANSON TIMOTHY & LISA 720-0000-2020 4.30 8/21/2024 Refund Check 013892-000, 4028 HALLGREN COURT 5.31 8/21/2024 STAFFANSON TIMOTHY & LISA 5.31 Stepp Manufacturing 101-1320-4120 267.20 8/29/2024 water pump and gasket 267.20 8/29/2024 Stepp Manufacturing 267.20 STEWART TITLE COMPANY 700-0000-2020 1.29 8/21/2024 Refund Check 102750-000, 804 BUCKINGWOOD COURT STEWART TITLE COMPANY 701-0000-2020 56.65 8/21/2024 Refund Check 102750-000, 804 BUCKINGWOOD COURT STEWART TITLE COMPANY 700-0000-2020 29.63 8/21/2024 Refund Check 102750-000, 804 BUCKINGWOOD COURT STEWART TITLE COMPANY 720-0000-2020 15.86 8/21/2024 Refund Check 102750-000, 804 BUCKINGWOOD COURT 103.43 8/21/2024 STEWART TITLE COMPANY 103.43 SUMMIT FIRE PROTECTION 700-7019-4510 1,483.25 8/29/2024 replace cellular communicator 1,483.25 8/29/2024 SUMMIT FIRE PROTECTION 1,483.25 TAMMY ZUREK REVOCABLE TRUST 720-0000-2020 26.18 8/21/2024 Refund Check 017116-000, 9451 FOXFORD ROAD 26.18 8/21/2024 TAMMY ZUREK REVOCABLE TRUST 26.18 The Goodyear Tire & Rubber Company 101-1320-4140 2,373.44 8/29/2024 tires and paint wheels AP - Check Detail (8/30/2024)Page 26 of 30 144 Last Name Acct 1 Amount Check Date Description 2,373.44 8/29/2024 The Goodyear Tire & Rubber Company 2,373.44 THUENING CAROL 700-0000-2020 13.56 8/21/2024 Refund Check 100327-000, 917 KELLY COURT THUENING CAROL 720-0000-2020 4.71 8/21/2024 Refund Check 100327-000, 917 KELLY COURT THUENING CAROL 700-0000-2020 1.50 8/21/2024 Refund Check 100327-000, 917 KELLY COURT THUENING CAROL 701-0000-2020 20.90 8/21/2024 Refund Check 100327-000, 917 KELLY COURT 40.67 8/21/2024 THUENING CAROL 40.67 TimeSaver Off Site Secretarial, Inc 101-1125-4300 167.00 8/22/2024 City Council Minutes 167.00 8/22/2024 TimeSaver Off Site Secretarial, Inc 167.00 TITLEMARK LLC 700-0000-2020 1.39 8/21/2024 Refund Check 006594-000, 507 CHAN VIEW TITLEMARK LLC 720-0000-2020 17.10 8/21/2024 Refund Check 006594-000, 507 CHAN VIEW TITLEMARK LLC 700-0000-2020 36.85 8/21/2024 Refund Check 006594-000, 507 CHAN VIEW TITLEMARK LLC 701-0000-2020 19.05 8/21/2024 Refund Check 006594-000, 507 CHAN VIEW 74.39 8/21/2024 TITLEMARK LLC 74.39 TITLESMART 700-0000-2020 39.80 8/21/2024 Refund Check 012406-000, 6820 RUBY LANE TITLESMART 720-0000-2020 15.01 8/21/2024 Refund Check 012406-000, 6820 RUBY LANE TITLESMART 700-0000-2020 1.22 8/21/2024 Refund Check 012406-000, 6820 RUBY LANE TITLESMART 701-0000-2020 18.78 8/21/2024 Refund Check 012406-000, 6820 RUBY LANE 74.81 8/21/2024 TITLESMART 74.81 AP - Check Detail (8/30/2024)Page 27 of 30 145 Last Name Acct 1 Amount Check Date Description True Plumbing Solutions MN LLC 101-1550-4510 975.00 8/29/2024 Lake Ann Park-Toilet Install 975.00 8/29/2024 True Plumbing Solutions MN LLC 975.00 UNIVERSITY OF MINNESOTA 101-1120-4371 493.88 8/22/2024 Speaker 493.88 8/22/2024 UNIVERSITY OF MINNESOTA 493.88 VERIZON WIRELESS 701-0000-4310 125.10 8/28/2024 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 125.10 8/28/2024 Telephone & Communication Charges 250.20 8/28/2024 VERIZON WIRELESS 250.20 Vogel David 101-1420-4906 150.00 8/22/2024 Tree Rebate-9461 Meadowlark Ln. 150.00 8/22/2024 Vogel David 150.00 WAND BRENNAN & LAURA 700-0000-2020 0.14 8/21/2024 Refund Check 102589-000, 96 CASTLE RIDGE CT WAND BRENNAN & LAURA 720-0000-2020 1.78 8/21/2024 Refund Check 102589-000, 96 CASTLE RIDGE CT WAND BRENNAN & LAURA 700-0000-2020 2.41 8/21/2024 Refund Check 102589-000, 96 CASTLE RIDGE CT WAND BRENNAN & LAURA 701-0000-2020 3.84 8/21/2024 Refund Check 102589-000, 96 CASTLE RIDGE CT 8.17 8/21/2024 WAND BRENNAN & LAURA 8.17 Waste Management of Minnesota, Inc 700-0000-4329 18.81 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 101-1170-4329 216.53 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 101-1190-4329 360.59 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 101-1312-4329 150.53 8/22/2024 Garbage Service-August 2024 AP - Check Detail (8/30/2024)Page 28 of 30 146 Last Name Acct 1 Amount Check Date Description Waste Management of Minnesota, Inc 101-1220-4329 117.58 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 701-0000-4329 18.81 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 101-1550-4329 761.40 8/22/2024 Garbage Service-August 2024 Waste Management of Minnesota, Inc 720-7202-4329 99.27 8/22/2024 Garbage service-August 2024 Waste Management of Minnesota, Inc 101-1613-4410 495.38 8/22/2024 Lake Ann garbage totes 2,238.90 8/22/2024 Waste Management of Minnesota, Inc 2,238.90 WATSON COMPANY 101-1540-4130 409.97 8/29/2024 Lake Ann Supplies - Candy and Ice Cream 409.97 8/29/2024 WATSON COMPANY 409.97 WM MUELLER & SONS INC 700-0000-4150 112.00 8/22/2024 water main spoils 112.00 8/22/2024 WM MUELLER & SONS INC 101-1320-4157 803.15 8/29/2024 pothole patching WM MUELLER & SONS INC 101-1320-4157 311.46 8/29/2024 pothole patching WM MUELLER & SONS INC 720-7207-4150 160.00 8/29/2024 spoils from storm water project 1,274.61 8/29/2024 WM MUELLER & SONS INC 1,386.61 XCEL ENERGY INC 700-0000-4320 -1,454.13 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 342.76 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 574.75 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 205.46 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 170.86 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 9.60 8/21/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 203.35 8/21/2024 Electric Charges 52.65 8/21/2024 XCEL ENERGY INC 700-0000-4320 366.39 8/28/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 7,915.96 8/28/2024 Electric Charges AP - Check Detail (8/30/2024)Page 29 of 30 147 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 700-7019-4320 6,044.03 8/28/2024 Electric Charges 14,326.38 8/28/2024 XCEL ENERGY INC 14,379.03 ZACK'S INC.101-1550-4120 93.72 8/22/2024 bungie cords 93.72 8/22/2024 ZACK'S INC. 93.72 ZIEGLER INC 701-0000-4120 0.52 8/22/2024 belt 0.52 8/22/2024 ZIEGLER INC 0.52 1,643,731.97 AP - Check Detail (8/30/2024)Page 30 of 30 148 City Council Item September 9, 2024 Item Approve Temporary On-Sale Liquor License for The Grief Club of Minnesota for their Healing Hearts Soiree Event on September 19, 2024 File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request from The Grief Club of Minnesota for a temporary on-sale liquor license for their Healing Hearts Soiree Event on September 19, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Grief Club of Minnesota has submitted an application for a temporary on-sale liquor license for their Healing Hearts Soiree event on September 19, 2024 from 6 p.m. to 9 p.m. on their property at 2025 Coulter Boulevard, Suite 100. The event will be held under a tent. A Temporary Outdoor Event Permit application has been submitted and approved for this event. The required certificate of liquor liability insurance has been provided and attached to this staff report. BACKGROUND DISCUSSION BUDGET 149 RECOMMENDATION Staff recommends approval of the request from The Grief Club of Minnesota for a temporary on-sale liquor license for their Healing Hearts Soiree event to be held on September 19, 2024. ATTACHMENTS Application Certificate of Liability Insurance Map Healing Hearts Soiree 150 Alcohol & Gambling Enlorcement Z,G@ MINNESOIA DEPARTMENT OF PUBLIC SAFETY Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 6s1-201 -7s07 TTY 6s1 -282-6sss APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON.SALE LIQUOR LICENSE Name of nization Date of o nization Tax exempt number ization Address (No PO Boxes)State Z Code MN Name of makin cation Business hone Home Date(s) of event Type of organization ! Microdistillery ! Small Brewer ! Club I Charitable I Religious n Other non-profit ization officer's name State Zip Code MN ion officer's name State Code MN ion officer's name State Code MN Location where permit will be used. lf an outdoor area, describe lf the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. lf the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Event in conjunction with a community festival I Yes E No City or County E-mail Address Current population of city C C Please Print Name of City Clerk or County Official Signature City Clerk or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SIBM'SS'ON PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E.MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL, E.MAIL THE APPLICATION SIGNED BY c I Ty / c o u N Ty r o AG E.T E M P O RA$ty A p p Lt C AT I O N @ ST AT E. M N. U S Date Approved Permit Date City of Chanhassen None Jenny Potter, City Clerk jpotter@chanhassenmn.gov , 151 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 8/30/2024 Bell Insurance PO Box 1470 Fargo ND 58107 Kylene Beckstrom 701-237-6414 701-239-0009 kbeckstrom@bell.insurance Cincinnati Specialty Underwrit GRIEFCL-01 The Grief Club of Minnesota 2025 Coulter Blvd Suite 100 Chanhassen MN 55317 2146128399 A 1,000,000 100,000 Excluded 1,000,000 2,000,000 CSU0237893 9/19/2024 9/20/2024 2,000,000 City of Chanhassen PO Box 147 Chanhassen MN 55317 152 This drawing is only a representation of design concepts for this project. 394Ltd makes no assurance that this seating and room layout is per code or in accordance with any regulated room rating occupancy specifications, fire codes or other requirements. No liability for the erection, engineering or use of any component or concept shown on this drawing is assumed. 5'10'15'20' 1/8" = 1'72"Banquet72"Banquet72"BanquetWest EndEntrance Seating Requirements: As Shown Power Requirements: AV: TBD LX: TBD NOTES: 1. No Open Candles or Flames for this event. 2. Theater Seating shall be interlocked for this event. Contact Info & Event Details EVENT NAME: 2024 Healing Hearts Soiree’ LOCATION: The Grief Club of Minnesota 2025 Coulter Blvd Chanhassen, MN LOAD IN: Thursday September 19, 2024 LOAD OUT: Thursday September 19, 2024 INSPECTION: EVENT TYPE: Fundraiser EVENT DATES: 24.09.19 CONTACT: TJ Worrell TJ@ThreeNinetyFour.com 952.240.9020 6' Tech Table Two Chairs 2024 Healing Hearts Soiree’ The Grief Club of Minnesota 2025 Coulter Blvd Chanhassen, MN Draft 01 1/8"=1' Copyright 2024 ThreeNinetyFour Ltd. 40'8'x8'StageHigh Boy 96" Bar 86" LED MonitorStand86" LED MonitorStand86" LED MonitorStand86" LED MonitorStand150'6' Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 Rd 10 72"Banquet72"Banquet72"Banquet TechTableTechTable72" Round Round of 10 11' centers Rd 10 6' Banquet Table 72"Banquet 153 City Council Item September 9, 2024 Item Recreation Center Driveway and Stormwater Improvements File No.24-11 Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Alison Albrecht, Public Works Support Specialist Reviewed By Charlie Burke SUGGESTED ACTION "The Chanhassen City Council approves a Not-To-Exceed Contract of $151,526.87 to New Look Contracting for Recreation Center Driveway and Stormwater Improvements." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY An existing storm sewer structure in the rec center driveway has failed and has created a sinkhole. The pavement in the entry drive has also deteriorated due to age and poor drainage conditions and needs replacing. The other catch basin structures in the parking lot have also settled and are no longer functioning. This project will remove and replace the deteriorated curb, pavement, and catch basins. Draintile will also be added to improve poor subgrade drainage. BACKGROUND N/A DISCUSSION 154 This project is not intended to repair the entire parking lot curb and sidewalk areas, which will be a future CIP project. A mill and overlay of the parking lot is also planned using PMP funds following this repair. BUDGET The Public Works Department solicited quotes from contractors for this work. Four (4) quotes were returned, as summarized below. New Look Contracting was the low quote. Kusske Construction Company, LLC $184,008.75 Minger Construction Co., Inc.$181,702.58 Bituminous Roadways, Inc.$164,752.95 New Look Contracting $151,526.87 This project will be funded by the Stormwater Utility Enterprise and the Pavement Management Program (PMP) Funds. RECOMMENDATION Staff recommends awarding the contract to New Look Contracting. ATTACHMENTS Form of Agreement Quotes Chanhassen Rec Center Improvements-Quote Set 155 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 1 NON-BID CONTRACT FOR PURCHASE OF GOODS AND SERVICES AGREEMENT made this 9th day of August, 2024, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and NEW LOOK CONTRACTING, a Minnesota Corporation ("Contractor"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES 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. Request for Quotes, dated August 20, 2024. C. Contractor’s Quote dated November 22, 2024. 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. Contract Document “A” has the first priority and Contract Document “C” has the last priority. 2. CONTRACTOR OBLIGATIONS. The Contractor shall provide the goods, services and perform the work in accordance with the Contract Documents (“Work”). Contractor shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all things necessary and ancillary thereto specified in the Contract Documents. 3. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. 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. C. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. D. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 4. COMPENSATION. Contractor shall be paid by the City for the goods and services described in Paragraph 2 in accordance with the Quote, but not to exceed amount of One Hundred 156 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 2 Fifty-One Thousand Five Hundred Twenty-Six and 87/100 dollars ($151,526.87) which is inclusive of reimbursable expenses. The fee shall not be adjusted even if the estimated number of hours to perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a service has been completed and within thirty-five (35) days of receipt of an invoice. 5. COMPLETION DATE. The Contractor shall complete the Work on or before November 22nd, 2024. 6. WARRANTY. The Contractor shall be held responsible for any and all defects in workmanship and materials and upon notification by the City shall immediately replace or repair the defective workmanship and materials without cost to the City. The Contractor warrants that only new unused materials will be used. The Contractor further warrants to the City that all materials and services furnished under the Contract will be in conformance with Contract Documents and that the goods are of merchantable quality and are fit for the use for which they are sold. These warranties are in addition to any manufacturer's standard warranty, and any warranty provided by law. 7. RIGHTS AND REMEDIES. A. The duties and obligations imposed by the Contract Documents, and the rights and remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of, or acquiescence in, any breach there under, except as may be specifically agreed in writing. 8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any time, or from time to time, order additions, deletions or revisions in the work provided under this Agreement; these will be authorized by an amendment to the Contract. Upon approval of an amendment, Contractor shall proceed with the work provided under the amendment. Changes in the Contract Price shall be based upon the prices identified in the Quote provided or negotiated between the parties based on similar work provided in the Proposal. 9. UNAUTHORIZED WORK. Additional work performed without authorization of an amendment of this Contract will not entitle Contractor to an increase in the Compensation or an extension of the Contract. 10. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by the Contractor in conjunction with this contract. 11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of goods and services to be provided. This contract may be terminated by the City at any time upon discovery by the City that the Contractor or any of its subcontractors has submitted a false 157 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 3 statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. §16C.285, Subdivision 3, the Responsible Contractor statute. 12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional Contractor under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Contractor’s services. 13. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Contractor’s negligence or its performance or failure to perform its obligations under this Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable. Contractor agrees this indemnity obligation shall survive the completion or termination of this Contract. 14. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: 158 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 4 $500,000 – Bodily Injury by Disease per employee $500,000 – Bodily Injury by Disease aggregate $500,000 – Bodily Injury by Accident The Contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 15. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. Contractor shall be responsible for selecting the means and methods of performing the work. Contractor shall furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's agents or employees are in any manner agents or employees of the City. Contractor shall be exclusively responsible under this Agreement for Contractor'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. 16. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Contractor shall comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed services provided by Subcontractor within ten days of Contractor’s receipt of payment from City. Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 17. ASSIGNMENT. Neither party shall assign this Agreement, nor 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. 159 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 5 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. CONTROLLING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 21. COPYRIGHT. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. 22. RECORDS/AUDIT. The Contractor shall maintain complete and accurate records of time and expense involved in the performance of services. Pursuant to Minnesota Statutes § 16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of City and Contractor relevant to the Agreement are subject to examination by City and Contactor, and either the Legislative Auditor or the State Auditor as appropriate. City and Contractor agree to maintain these records for a period of six years from the date of performance of all services covered under this Agreement. 23. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor 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 the Contractor pursuant to this Agreement. Contractor 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 Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor’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. 24. TERMINATION. This Agreement may be terminated by City on two (2) days’ written notice delivered to Contractor at the address on file with the City. Upon termination under this provision if there is no fault of the Contractor, the Contractor shall be paid for goods and services rendered and reimbursable expenses until the effective date of termination. If the City terminates the Agreement because the Contractor has failed to perform in accordance with this Agreement, no further payment shall be made to the Contractor, and the City may retain another Contractor to undertake or complete the work identified in this Agreement. 160 FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor language).DOCX 6 Dated:_____________________ CITY OF CHANHASSEN By: Elise Ryan, Mayor And: Laurie Hokkanen, City Manager Dated:_____________________ NEW LOOK CONTRACTING By: Print Name:_________________________________ Its:________________________________________ 161 162 163 8/30/2024 Item Descri UofM Quantity Unit Price Extension 1 MOBILIZATI LS 1 $28,350.00 $28,350.00 2 CATCHBAS EA 8 $275.00 $2,200.00 3 SEDIMENT, LF 250 $5.00 $1,250.00 4 STREET SW HOUR 10 $165.00 $1,650.00 5 SALVAGE A EA 1 $250.00 $250.00 6 REMOVE Cl LF 280 $5.00 $1,400.00 7 REMOVE Bl SY 440 $6.50 $2,860.00 8 REMOVE Ct SY 155 $14.00 $2,170.00 9 REMOVE Ct EA 2 $775.00 $1,550.00 10 SALAVGE A EA 1 $1,550.00 $1,550.00 11 COMMON E CY 30 $50.00 $1,500.00 12 2X3 CB EA 1 $4,550.00 $4,550.00 13 72" DIA MA EA 1 $17,185.00 $17,185.00 14 ADJUST CB. EA 1 $1,255.00 $1,255.00 15 CB CASTIN1 EA 3 $1,215.00 $3,645.00 16 ABANDON LF 190 $40.00 $7,600.00 17 4" DIA PVC LF 100 $30.00 $3,000.00 18 6" CONCRE SF 390 $11.50 $4,485.00 19 8" CONCRE SF 1335 $16.25 $21,693.75 20 CONCRETE LF 165 $55.00 $9,075.00 21 CONCRETE LF 135 $50.00 $6,750.00 22 2" TYPE SP TON 50 $230.00 $11,500.00 23 2" TYPE SP TON 50 $240.00 $12,000.00 24 2.5" TYPE S TON 60 $220.00 $13,200.00 25 BIT TACK c, GAL 45 $15.00 $675.00 26 CLASS 5 AC CY 110 $67.00 $7,370.00 27 PAVEMENT LS 1 $-$0.00 28 HYDRO-SE I SY 420 $3.00 $1,260.00 29 TOPSOIL B< CY 70 $70.00 $4,900.00 $174,873.75 ALTl MOBILIZATI LS 1 $3,500.00 $3,500.00 ALT2 CATCHBAS EA 2 $275.00 $550.00 ALT3 CLASS 2 AC TON 55 $51.00 $2,805.00 ALT4 HYDRO SEE SY 110 $8.00 $880.00 ALTS TOPSOIL B< CY 20 $70.00 $1,400.00 $9,135.00 164 165 166 167 168 169 170 CONSTRUCTION PLANS FOR: PREPARED FOR: CITY OF CHANHASSEN CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS LOCATION MAP HANSEN T HORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture DATE ISSUES / REVISIONSNO. GENERAL NOTES 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. LIC. NO.DATE: SHEET INDEX SHEET OF 6 1 1 (NOT TO SCALE) PROJECT NO.24-004 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. ADAM PAWELK LIC. NO.DATE: SHEET INDEX 1 COVER SHEET 2 REMOVALS, EROSION AND SEDIMENT CONTROL PLAN 3 OVERALL CONSTRUCTION PLAN 4 CONSTRUCTION PLAN-INSET A 5-6 DETAILS 1 CALL BEFORE YOU DIG ! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 Minnesota 08-19-24 08-19-24 QUOTE SET PROJECT LOCATION 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS AND CITY SPECIFICATIONS. 2.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION INCLUDING EXISTING ELEVATIONS AND TOPOGRAPHY PRIOR TO COMMENCING GRADING OPERATIONS. IF DISCREPANCIES OCCUR BETWEEN PLANS AND ACTUAL SITE CONDITIONS, NOTIFY ENGINEER IMMEDIATELY. 3.PRIOR TO GRADING ACTIVITIES, TOPSOIL, ROOTS, AND OTHER ORGANIC MATERIAL SHALL BE COMPLETELY STRIPPED IN NEW PAVEMENT AREAS AND ONLY STRIPPED AS NEEDED IN GREENSPACE AREAS. EXISTING TOPSOIL SHALL BE STOCKPILED FOR REUSE. 4.CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PRESERVING THESE. ANY REPAIRS NECESSARY DUE TO CONTRACTORS OPERATIONS SHALL BE MADE AT CONTRACTORS EXPENSE. BEFORE DIGGING CALL: GOPHER STATE ONE CALL (651) 454-0002. 5.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL "C". THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES." 6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY MEASURES TO SAFEGUARD VEHICLES AND PEDESTRIAN TRAFFIC. COORDINATE WITH CITY FOR MAINTAINING ACCESS TO THE FACILITY AT ALL TIMES DURING CONSTRUCTION. 7.CONTRACTOR SHALL KEEP ALL PAVED SURFACES FREE OF SEDIMENT. PAVED SURFACES SHALL BE SWEPT AS NEEDED OR AS DIRECTED BY THE CITY OR ENGINEER. 8.INSTALL EROSION AND SEDIMENT CONTROL MEASURES BEFORE ANY LAND DISTURBING ACTIVITIES TAKE PLACE AS SHOWN ON THE PLANS OR AS DIRECTED. 9.RESTORE ALL DISTURBED AREAS, INCLUDING PAVEMENT, TO EXISTING CONDITIONS OR BETTER. 49990 PROPERTY BOUNDARY RIGHT OF WAY UNDERLYING PROPERTY LINE PARKING STRIPES LANDSCAPE EDGE COMMUNICATION LINE FIBER OPTIC LINE ELECTRIC LINE GAS MAIN WATER MAIN SANITARY SEWER STORM SEWER LEGEND - EXISTING TOP NUT OF HYDRANT BENCHMARK CORRUGATED METAL PIPE HIGH-DENSITY POLYETHYLENE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE TNH BM CMP HDPE PVC RCP SIGN LIGHT HYDRANT WATER VALVE CATCH BASIN STORM MANHOLE SANITARY MANHOLE FOUND IRON MONUMENT D S DECIDUOUS TREE CONIFEROUS TREE 171 CB Rim=946.19 Inv= 940.64 SW CAP 15480 6" 12" 03"03" 12"12"11" 11" 16"12"14" 10" 14" 14" 14" CB Rim=946.79 STMH Rim=947.21 Inv= 937.01 N Inv= 935.39 E Inv= 935.41 W CB Rim=948.38 Inv= 937.11 E Inv= 937.28 S Inv= 937.23 W CONCRETE CONCRETECONCRETEGRASS GRASS GRASS GRASS CONCRETE CONCRETE LANDSCAPING SIGN BITUMINOUS BITUMINOUS MULCH CB Rim=946.23 Inv= 938.00 N Inv= 941.93 N-NE Inv= 939.72 NE Inv= 937.93 S Inv= 940.43 W SMH Rim=946.93 SMH Rim=946.19 BM#1 TNH =950.16 BITUMINOUS COULTER BOULEVARD (Public Right of Way) OWNER: IND SCHOOL DIST 112 PID: 251240010 BITUMINOUS REMOVE ±91' CONCRETE CURB AND GUTTER REMOVE CONCRETE DRIVEWAY REMOVE CATCH BASIN AND CASTING, PROTECT ALL EXISTING PIPES IN-PLACE FOR CONNECTION TO NEW CB PROTECT MONUMENT SIGN AND LANDSCAPINGPROTECT STOP SIGN IN-PLACE ABANDON 24" CMP PIPE TO UPSTREAM CATCH BASIN (~190 LF), FILL WITH FLOWABLE SAND AND BULK HEAD ENDS UNLESS OTHERWISE DIRECTED BY THE CITY SAWCUT / REMOVE BITUMINOUS PAVEMENT 2' FROM TOE OF CURB/APRON REMOVE CONCRETE SIDEWALK REMOVE ±125' CONCRETE CURB AND GUTTER ALTERNATE QUOTE: ·INSTALL 6" MIN. DEPTH x 20' MIN. WIDTH OF CL. 2 GRAVEL TO PROVIDE TEMPORARY VEHICLE ACCESS, FIELD VERIFY LOCATION OF ACCESS ROUTE WITH CITY ·PLACE ADDITIONAL GRAVEL TO RAMP OVER CURB ·INSTALL TEMPORARY WAY FINDING SIGNAGE TO DIRECT USERS TO THE TEMPORARY ACCESS ·INSTALL ADDITIONAL CATCH BASIN SEDIMENT TRAPS WHERE NOTED BASE QUOTE: ·CONSTRUCT DRIVEWAY HALF AT A TIME, PROVIDE A 11' MIN. WIDTH DRIVE LANE TO ALLOW FOR A SINGLE LANE OF TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED SALVAGE NO PARKING SIGN REMOVE CASTING AND RINGS, SALVAGE CONE SECTION SALVAGE CASTING, REMOVE RINGS ALTERNATE QUOTE: INSTALL CATCH BASIN SEDIMENT TRAP AT CATCH BASIN LOCATED ACROSS FROM TEMPORARY ACCESS ALTERNATE QUOTE: INSTALL CATCH BASIN SEDIMENT TRAP REMOVE CONCRETE SIDEWALK REMOVE SECTION OF 24" CMP PIPE PRIOR TO ABANDONMENT WORK AS NEEDED TO ACCOMMODATE INSTALLATION OF NEW CATCH BASIN INSTALL CATCH BASIN SEDIMENT TRAP AT NEAREST DOWNSTREAM CATCH BASIN DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED ANO AMP USER: apawelk XREF(s): 21-019.1_X-SUR.dwg 24-004_X-GEN-TBLK.dwg 24-004_X-CIV-SITE.dwg 24-004_X-HATCH.dwg 24-004_X-CIV-RMVL.dwg 24-004_X-CIV-EROS.dwgSCALE: 0 DATE/TIME: Aug 19, 2024 - 3:42pmFILE: P:\2024\24-004 - Chanhassen Recreation Center\CAD\DWG\PLANSHEETS\CIVIL\24-004_CIV-RMVL.dwg LAYOUT: 001I 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. ADAM PAWELK LIC. NO.DATE:49990 08-19-24 CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS HANSEN THORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture PROJECT NO.24-004 OWNER NAME: CITY OF CHANHASSEN OWNER PROJ. # SHEET OF 6 HORIZONTAL 08-19-24 ANO QUOTE SET1 SCALE IN FEET 0 10 20 30 CALL BEFORE YOU DIG ! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 Minnesota NOTES 1.THE EXISTING CONDITIONS WERE PREVIOUSLY SURVEYED BY HTPO. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE AT ALL TIME DURING CONSTRUCTION. 3.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. 4.EXISTING PAVEMENT SHALL BE PRESERVED WHEREVER POSSIBLE. COORDINATE PAVEMENT REMOVAL AREAS WITH SITE PLAN. SAWCUT (NO JACKHAMMERING) ALONG EXISTING PAVEMENT TO CREATE SMOOTH TRANSITIONS BETWEEN EXISTING AND NEW PAVEMENT. SAWCUT CONCRETE PAVEMENT AND CURB & GUTTER TO NEAREST JOINT. 5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. LEGEND FULL DEPTH BITUMINOUS PAVEMENT REMOVAL REMOVE CURB AND GUTTER SAWCUT / MATCHLINE CONCRETE PAVEMENT REMOVAL CATCH BASIN SEDIMENT TRAP SEDIMENT CONTROL LOG REMOVALS, EROSION AND SEDIMENT CONTROL PLAN 2 172 CAP 15480 CAP 15480 BROKEN CAP CAP 15480 6" 12" 03"03" 14" 12"12"11" 11" 16"12"14" 10" 14" 14" 14" 14" 14" CONCRETE CONCRETECONCRETEGRASS GRASS GRASS GRASS GRASS GRASS CONCRETE CONCRETE LANDSCAPING SIGN BITUMINOUS BITUMINOUS MULCH SMH Rim=946.93 SMH Rim=946.19 BM#1 TNH =950.16 BITUMINOUS COULTER BOULEVARD(Public Right of Way) OWNER: IND SCHOOL DIST 112 PID: 251240020 OWNER: IND SCHOOL DIST 112 PID: 251240010 CHANHASSEN RECREATION CENTER 2310 COULTER BLVD, CHANHASSEN, MN 55317 TENNIS & PICKLEBALL COURTS HOCKEY RINKS BITUMINOUS INSET A 1 1 1 1 DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED ANO AMP USER: apawelk XREF(s): 21-019.1_X-SUR.dwg 24-004_X-GEN-TBLK.dwg 24-004_X-CIV-SITE.dwg 24-004_X-HATCH.dwgSCALE: 0 DATE/TIME: Aug 19, 2024 - 3:42pmFILE: P:\2024\24-004 - Chanhassen Recreation Center\CAD\DWG\PLANSHEETS\CIVIL\24-004_CIV-M&O.dwg LAYOUT: 001I 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. ADAM PAWELK LIC. NO.DATE:49990 08-19-24 CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS HANSEN THORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture PROJECT NO.24-004 OWNER NAME: CITY OF CHANHASSEN OWNER PROJ. # SHEET OF 6 HORIZONTAL 08-19-24 ANO QUOTE SET1 SCALE IN FEET 0 40 80 120 CALL BEFORE YOU DIG ! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 Minnesota OVERALL CONSTRUCTION PLAN 3 INSTALL 10 LF OF 4" PERFORATED DRAINTILE ON BOTH SIDES OF EXISTING CATCH BASIN, SEE CITY DETAIL 5233. SAWCUT / REMOVE / REPLACE THE FOLLOWING TO ACCOMMODATE DRAINTILE INSTALLATION (FIELD VERIFY LIMITS WITH CITY PRIOR TO SAWCUTTING): -BITUMINOUS PAVEMENT IN PARKING LOT -CONCRETE CURB ±10 LF ON BOTH SIDES OF CATCH BASIN -ADJACENT SIDEWALK PARALLEL TO CURB CORE DRILL CATCH BASIN. GROUT NEW DRAINTILE CONNECTIONS AND RE-GROUT EXISTING CONNECTIONS AS NEEDED. REMOVE AND REPLACE CASTING AND RINGS, SEE CITY DETAIL 2110 AND 3101. KEY NOTES 173 R20'R20'R 2 0 ' R20'8'8'7'CB Rim=946.19 Inv= 940.64 SW CAP 15480 6" 12" 03"03" 12"12"11" 11" 16"12"14" 10" 14" 14" 14" CB Rim=946.79 STMH Rim=947.21 Inv= 937.01 N Inv= 935.39 E Inv= 935.41 W CONCRETE CONCRETECONCRETEGRASS GRASS GRASS GRASS CONCRETE CONCRETE LANDSCAPING SIGN BITUMINOUS BITUMINOUS MULCH CB Rim=946.23 Inv= 938.00 N Inv= 941.93 N-NE Inv= 939.72 NE Inv= 937.93 S Inv= 940.43 W SMH Rim=946.93 SMH Rim=946.19 BM#1 TNH =950.16 BITUMINOUS COULTER BOULEVARD (Public Right of Way) BITUMINOUS ADJUST SMH CASTING TO MATCH FINISHED GRADE PER CITY DETAIL 2110 INSTALL SALVAGED "NO PARKING" SIGN 2' FROM BACK OF CURB INSTALL 8" CONCRETE DRIVEWAY AND SIDEWALK PER CITY DETAIL 5207 PATCH BITUMINOUS PAVEMENT INSTALL CONCRETE SIDEWALK PER CITY DETAIL 5214 CB#1 2'x3' RIM=946.02 INV=943.20 (N,W) (4" PVC) INV=940.64 (SW) (12" RCP) BITUMINOUS PAVEMENT PER CITY DETAIL 5201 B618 CURB AND GUTTER 31' (946.71) (945.58) (947.91) 946.09 (947.51) 0"=947.00 0"=946.92 (947.66) (947.50) 0"=946.70 0"=946.55 (946.54) (946.37) HP=947.00947.68 2.0% 947.55 947.48 HP=947.00 4.5%946.87 9472.0%MAX2.0%MAX2.0%MAX947LP=946.80 LP=946.19 (946.45) 945.66MAX946.85 2 2 3 3 3 3 B612 CURB AND GUTTER B612 CURB AND GUTTER 1 1 CB#2 72"Ø RIM=946.63 INV=943.80 (N,W) (4" PVC) INV=938.00 (N) (24" RCP) INV=941.93 (N-NE) (4" HDPE) INV=939.72 (NE) (12" RCP) INV=937.93 (S) (24" RCP) GRADE GREENSPACE AREA TO PROVIDE POSITIVE DRAINAGE AS INDICATED B618 CURB AND GUTTER TIP OUT ADJUST EXISTING GATE VALVE TO MATCH FINISHED GRADE INSTALL NEENAH R-3067-V CASTING AND GRATE OR APPROVED EQUAL PER CITY DETAIL 3106, RESET SALVAGED CONE SECTION AND ADJUST SO CASTING ALIGNS WITH NEW CURB LAYOUT, RIM=946.68 1 2 3 DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED ANO AMP USER: apawelk XREF(s): 21-019.1_X-SUR.dwg 24-004_X-GEN-TBLK.dwg 24-004_X-CIV-SITE.dwg 24-004_X-CIV-GRAD.dwg 24-004_X-HATCH.dwgSCALE: 0 DATE/TIME: Aug 19, 2024 - 3:42pmFILE: P:\2024\24-004 - Chanhassen Recreation Center\CAD\DWG\PLANSHEETS\CIVIL\24-004_CIV-GRAD.dwg LAYOUT: 001I 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. ADAM PAWELK LIC. NO.DATE:49990 08-19-24 CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS HANSEN THORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture PROJECT NO.24-004 OWNER NAME: CITY OF CHANHASSEN OWNER PROJ. # SHEET OF 6 HORIZONTAL 08-19-24 ANO QUOTE SET1 SCALE IN FEET 0 10 20 30 CALL BEFORE YOU DIG ! MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER AT LEAST TWO (2) BUSINESS DAYS BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION GOPHER STATE ONE CALL www.gopherstateonecall.org 1-800-252-1166 Minnesota 838 845.39 (845.39) CONSTRUCTION PLAN-INSET A 4 BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONTOUR SPOT ELEVATION SPOT ELEVATION (MATCH EXISTING) DRAINAGE FLOW ARROW CATCH BASIN MANHOLE HIGH POINT LOW POINT LEGEND NOTES 1.ALL SPOT ELEVATIONS AND DIMENSIONS SHOWN ARE TO GUTTER/FLOWLINE OF CURB, UNLESS OTHERWISE NOTED. 2.RIM ELEVATIONS ARE BASED ON THE GRATE INSTALLATION 2" BELOW GUTTER GRADE PER THE CITY'S DETAIL 3101. 3.RESTORE DISTURBED GREENSPACE AREAS WITH 6" MIN. TOPSOIL AND HYDRO-SEED (HYDRAULIC MULCH, SEED MIX 25-131, AND FERTILIZER). INSTALL NEW CATCH BASIN MANHOLE. INSTALL 10' LF OF 4" PERFORATED DRAINTILE ON BOTH SIDES OF NEW CATCH BASINS, SEE CITY DETAIL 5233. FIELD ADJUST LOCATION OF CATCH BASINS TO ACCOMMODATE CONNECTION OF EXISTING PIPES. MODIFY EXISTING PIPES AS NEEDED TO CONNECT TO NEW CATCH BASIN MANHOLE. FIELD ADJUST TOP SLAB AS NEEDED TO ALIGN OPENING AND CASTING WITH FLOW LINE. TRANSITION FROM B612 CURB AND GUTTER TO B618. ADJUST NEW CURB AND GUTTER TO MATCH EXISTING. KEY NOTES HP LP 174 DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED ANO AMP USER: apawelk XREF(s): 24-004_X-GEN-TBLK.dwgSCALE: 0 DATE/TIME: Aug 19, 2024 - 3:42pmFILE: P:\2024\24-004 - Chanhassen Recreation Center\CAD\DWG\PLANSHEETS\CIVIL\24-004_CIV-DTL.dwg LAYOUT: 001I 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. ADAM PAWELK LIC. NO.DATE:49990 08-19-24 CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS HANSEN THORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture PROJECT NO.24-004 OWNER NAME: CITY OF CHANHASSEN OWNER PROJ. # SHEET OF 6 08-19-24 ANO QUOTE SET1 DETAILS 5 5233 NOTE: SEE SHEET 4 FOR DRIVEWAY GRADES AND DIMENSIONS. 5233 5233 175 DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED ANO AMP USER: apawelk XREF(s): 24-004_X-GEN-TBLK.dwgSCALE: 0 DATE/TIME: Aug 19, 2024 - 3:42pmFILE: P:\2024\24-004 - Chanhassen Recreation Center\CAD\DWG\PLANSHEETS\CIVIL\24-004_CIV-DTL.dwg LAYOUT: 002I 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. ADAM PAWELK LIC. NO.DATE:49990 08-19-24 CHANHASSEN RECREATION CENTER ENTRYWAY PAVEMENT AND STORM SEWER IMPROVEMENTS HANSEN THORP PELLINEN OLSON,Inc. 7510 Market Place Drive Eden Prairie, MN 55344 952-829-0700 952-829-7806 fax Engineering Surveying Landscape Architecture PROJECT NO.24-004 OWNER NAME: CITY OF CHANHASSEN OWNER PROJ. # SHEET OF 6 08-19-24 ANO QUOTE SET1 DETAILS 6 176 City Council Item September 9, 2024 Item Approve an Encroachment Agreement between the City of Chanhassen and the property owner at 1522 Mills Drive File No.N/A Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an Encroachment Agreement allowing the property owner to install a fence on the subject property that encroaches into the city's existing easement area at 1522 Mills Drive." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owners of 1522 Mills Drive (Rachel Boegeman and Christian Larson) desire to construct a fence on the subject property. Their property is legally described as Lot 6, Block 2, The Preserve at Bluff Creek 3rd Addition, and shown in Exhibit A. This fence will encroach into the city's public easement areas where there is an active storm sewer line located, and therefore are requesting an Encroachment Agreement (EA). DISCUSSION 177 The attached EA was drafted by the City Attorney's office and is signed by the property owner. Upon city approval and execution, the EA will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS ENCROACHMENT AGREEMENT-1522 MILLS DRIVE 178 AGREEMENT made this - day d'1 l; lL,t )024, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and RACHEL BOEGEMAN and CHRISTIAI\ LARSON, spouses married to each other, ("Owners"). 1. BACKGROUND. Owners are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.6470100 LOt 6, BIOCK z,THE PRESERVE AT BLUFF CREEK 3RD ADDITION having a street address of 1522 Mills Drive, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns easements for &ainage and utility purposes over portions of the Subject Property ("Easement Areas"). Owners desire to construct a fence on the Subject Property that encroaches on the City's Easement Areas as depicted on the attached Exhibit "A" (consisting of two pages). Z. ENCROACIIMENT AUTIIORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the fence conditioned upon removable fence panels in areas where the fence encroaches on existing utilities and/or installation 1232481v1 (reserved for recording informationl ENCROACHMENT AGREEMENT 179 of gates having a clear span the width of the easement for City access to its Easement Areas. Further conditions of encroachment approval are as follows: o The fence must allow water to pass under it so as not to impede overland water flow during rain events. o The fence must remain a minimum distance of five (5') feet from the outside edge of all drainage and utility structures (or 7.5' from the center of the manhole structure) and a minimum of two (2') feet from the outside edge of all storm sewer piping as indicated on Exhibit A. Pipe location will be verified during final inspection of the fencing. o The City shall have no responsibility to maintain the fence located in the Easement Areas. o Owners must maintain the fence located on the Subject Property. o Owners are fully responsible and liable for all damage caused to the fence because of it being constructed in the Easement Areas. Further, Owners agree that the fence shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. IIOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemniff and hold the City harmless from any damage caused to the Subject Property, including the fence and removal of fence panels and.ior gates in the Easement Areaso caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easement Areas for drainage or utility purposes and the fence is inconsistent with the City's use of the easement. Prior to termination, the City will give the then owners of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The property owners shall remove that portion of the fence to the extent it impacts the Easement Areas to the effective date of the termination of this Agreement. If the owners fail to do so, the City may 2232481v1 180 remove the fence to the extent it impacts the Easement Areas and charge the cost of removal back to the owners for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (SEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrument was acknowledged before me this day of 2024, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public ) )ss. ) J232481v1 181 PROPERTY OWNIERS: STATE OF MINNESOTA COUNTY OF C+rv r. The foregoing H4- STATE OF MINNESOTA couNTY oF a d-{v't-( DRAFTED BY: CAMPBELL KNUTSON, P rofession al A s so cistio n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (65 I ) 452-5000 AMP/mew ) )ss, ) instrument was acknowledged before me this 5- day of 2024, by Rachel Boegeman, spouse to Christian Larson. Notary Public 2024,by Christian Larson, spouse to Rachel Boegeman. Notary Public STACY KERBER OSEN Notary Public-Minnesota My C,ommlsrlon Explr6 J8n 3t. 2027 ) )ss. ) The foregoing instmment was acknowledged before me this f day of 4 STACY KERBER Publlc-Minnesota OSEN Notary m2731.JanExplrcsMyCaatmb.bn 232481v1 182 EXHIBIT *A" Page I of 2 ,'*f"" orr. EEWE8",%l/t1sffi6fl tdcAts--fifl [z:PERMIT f:'2011-03171 uof Z "cn . .4 +nro 7oo ,'It,t +o oo ".rsc. $*' 9lJ 9ro 5 !to6 7 9OJ J LOT 6, BLOCK 2, THE PRESERVE AT BLUFF CREEI( 3RD ADDITION 5:32481v1 -;.' tJr! ;"6 a i 183 Page2 of2 OFFSET STRUCTURE OUTER PIPE OUTER DAI'ETER LINE STRUCTURE OFFSET FENCE Mltl. 1 ' INSIDE PROPERW Ltr,IE OEU EASEMENT Ltr{ES PROPERTY LINE FENCE OFFSET FROM STRUCTURE AND PIPING 6232481v1 FENCE J 1_ 184 City Council Item September 9, 2024 Item Resolution 2024-XX; Accept Feasibility Study, Conduct Public Hearing, and Authorize Preparation of Plans and Specifications for the Sanitary Sewer Lift Station No. 33 Improvement Project, Project No. 08-09 File No.08-09 Item No: F.1 Agenda Section PUBLIC HEARINGS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the Feasibility Study and authorizing preparation of plans and specifications for the Sanitary Sewer Lift Station No. 33 Improvement Project." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY This agenda item is to consider advancing the project into the final design phase for the proposed Sanitary Sewer Lift Station No. 33 project. BACKGROUND The City Council approved a Professional Services Agreement with AE2S at their June 10, 2024, meeting to begin the design of the proposed sanitary sewer Lift Station No. 33. The first step of the project implementation, which is part of the design services, is the preparation of a Feasibility Study (attached hereto). This study outlines the project scope, cost, financing, and schedule. Acceptance of the Feasibility Study by the City Council is one of the actions to be taken, along with 185 holding a Public Hearing, and then considering Ordering the Improvement. Ordering the Improvement essentially means the project can move into final design. Once final design is completed, the City Council will decide at a future meeting to take the next step of soliciting bids for the construction. Upon receipt of bids, the City Council will then decide to award a construction contract. This lift station project is the gateway to development of the entire area of the city located south of Pioneer Trail, along with property immediately adjacent to Powers Boulevard south of TH 212. This lift station project has been identified in the Capital Improvement Plan (CIP) for approximately 20 years. It was originally contemplated to be completed in 2010; however, lack of development interest at the time hindered the city's decision to move ahead with its construction. There are currently multiple large acreage properties that would be served by this lift station that are planned for imminent development, and those developments cannot proceed until this lift station is available to serve those properties. DISCUSSION The project is designed to be fully implemented in two phases to account for the ultimate development pattern of the service area. The first phase will construct the entire system based on startup and intermediate flow conditions, while the second phase would be an upsizing of pumps and the appurtenant electrical components when and if the CSAH 61 corridor develops. An additional action for the City Council to consider at the time of awarding a construction contract would be to adopt an Ordinance establishing a Sewer District, in which an additional sewer connection fee would be collected on a per unit basis. These future connection fees would pay the city back for the money spent now to construct the portion of the lift station needed to support the directly connected service area only (not the full Phase 1 project cost as some of the cost is supporting the ultimate build out condition). The estimated connection fee per the study for the proposed Sewer District is $2,900/unit and would eventually recoup ~$2.5M. Phase 1 Schedule Milestone Date Order the Improvement September 9, 2024 Approve Final Design, Authorize Bid Solicitation October 28, 2024 Bid Opening November 21, 2024 Award Construction Contract & Adopt Sewer District Ordinance December 9, 2024 Start Construction as soon as January 2025 Substantial Completion as soon as July 31, 2025 This project is not formally assessing property for the improvement, and therefore not required to follow the MS 429 process. The public hearing is meant to enhance transparency, particularly for the properties that are within the proposed Sewer District, as there is a financial impact to the future development of those properties. BUDGET 186 CIP Project No. SS-020, which has been in the CIP for many years and attached hereto, indicates a project budget of $3.0M, in which approximately 50% (or $1.5M) was to be paid for by development. The 50% city cost is considered oversizing. The Feasibility Study, which has a much more refined cost estimate, indicates a project cost of $3.8M. This cost includes a 20% contingency and is based on completing only Phase 1 initially. Phase 2 will be a separate future project when needed to accommodate ultimate build out of the sewershed (essentially the area along the CSAH 61 corridor). The intent of establishing the Sewer District is to have the city repaid by future development, in the amount of $2.5M. This would result in a net cost to the city of $1.3M, which is less than the $1.5M currently planned for by CIP Project No. SS-020. The amount spent to date on design is ~$55,000 The additional amount needed to complete the design (but not bid or construct the project) is ~$101,000 RECOMMENDATION From an engineering and financing perspective this project is necessary, feasible, and cost effective. Staff recommends the City Council adopt a resolution accepting the feasibility study and authorizing production of plans and specifications for the Sanitary Sewer Lift Station No. 33 Improvement Project. ATTACHMENTS Resolution - Order Improvements for Lift Station #33 Chanhassen MUSA LS Feasibility Study 09.03.2024 FINAL CIP Project No. SS-20_MUSA 2010 Lift Station 187 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: September 9, 2024 RESOLUTION NO:2024-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE FEASIBILITY STUDY AND AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE SANITARY SEWER LIFT STATION NO. 33 IMPROVEMENT PROJECT NO. 08-09 WHEREAS,pursuant to City Council authorization on June 10, 2024, a Feasibility Studyhas been prepared by the design consultant AE2S with reference to the above-referenced project, and this report is being received by the City Council on September 9, 2024; and WHEREAS,the Feasibility Studyprovides information regarding whether the proposed project is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate connection fees specific for benefiting parcels within the direct service area of the lift station; and WHEREAS,on August26, 2024, the City Council called for the public hearing to be held on September 9, 2024, for the Sanitary Sewer Lift Station No. 33 Improvement Project; and WHEREAS, the public hearing was held thereon the 9th day of September 2024, in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard, at which all persons desiring to be heard were given an opportunity to be heard thereon. NOW THEREFORE, BE IT RESOLVED bythe Chanhassen City Council: 1.The City Council has received and accepts the Feasibility Study on September 9, 2024, and considered the improvements of such project in accordance with the study, along with the planned establishment via Ordinance a SanitarySewer Lift Station Service Area of benefitting properties for the purposes of establishing a connection fee for a portion of the cost of the improvement. 2.Such improvements are necessary, cost-effective, and feasible as detailed in the project’s Feasibility Study. 3.Such improvements are hereby ordered as proposed in the City Council resolution adopted September 9, 2024. 4.The City Council authorizes preparation of plans and specifications for the Sanitary Sewer Lift Station No. 33 Improvement Project. 188 5.The City Council declares its official intent to reimburse itself for the costs of the improvement from the proceeds of tax-exempt bonds if needed. PASSED AND ADOPTED by the Chanhassen City Council this 9th day of September 2024. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 189 FEASIBILITY REPORT FOR CITY OF CHANHASSEN ` 2010 MUSA LIFT STATION September 3, 2024 Presented to: City of Chanhassen Chanhassen, MN Prepared By: Mike Saunders, PE Jason Benson, PE P05126-2024-003 190 P05126-2024-003 Page i CHANHASSEN 2010 MUSA LIFT STATION FEASIBILITY REPORT For September 2024 Professional Certification I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota Name: Company: Advanced Engineering and Environmental Services, LLC (AE2S) Date: Registration Number: Prepared By: Advanced Engineering and Environmental Services, LLC (AE2S) Water Tower Place Business Center 6901 E Fish Lake Road, Suite 184 Maple Grove, MN 55369 Jason Benson 09/03/2024 26795 191 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Table of Contents September 2024 P05126-2024-003 Page ii Table of Contents Chapter 1 Introduction and Background .............................................................................. 1 Chapter 2 Design Basis ........................................................................................................... 2 2.1 Flow and Service Area ...................................................................................................................................... 2 2.2 Forcemain ............................................................................................................................................................ 3 2.2.1 Sizing ...................................................................................................................................................... 3 2.2.2 Alignment ............................................................................................................................................. 4 2.2.3 Material .................................................................................................................................................. 5 2.3 Gravity Sewer ...................................................................................................................................................... 5 2.3.1 Sizing ...................................................................................................................................................... 5 2.3.2 Alignment ............................................................................................................................................. 5 2.3.3 Material .................................................................................................................................................. 6 2.4 Pumps ................................................................................................................................................................... 6 2.4.1 Configuration....................................................................................................................................... 6 2.4.2 Sizing ...................................................................................................................................................... 6 2.5 Wet Well ............................................................................................................................................................... 7 2.5.1 Design .................................................................................................................................................... 7 2.5.2 Excavation ............................................................................................................................................. 8 2.6 Valve Vault ........................................................................................................................................................... 9 2.7 Electrical ................................................................................................................................................................ 9 2.7.1 Utility Connection .............................................................................................................................. 9 2.7.2 Controls and Switchgear ................................................................................................................ 10 2.7.3 Generator ............................................................................................................................................ 10 2.8 Odor ..................................................................................................................................................................... 10 Chapter 3 Phasing ................................................................................................................. 11 Chapter 4 Site Plan................................................................................................................ 12 Chapter 5 Costs and Funding ............................................................................................... 13 5.1 Opinions of Probable Construction Costs ................................................................................................ 13 5.2 Funding ............................................................................................................................................................... 13 5.2.1 Overall .................................................................................................................................................. 13 5.2.2 Sewer District ..................................................................................................................................... 14 5.2.3 Special Assessment .......................................................................................................................... 16 192 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Table of Contents September 2024 P05126-2024-003 Page iii 5.2.4 Recommendation ............................................................................................................................. 16 Chapter 6 Schedule ............................................................................................................... 17 Chapter 7 Summary and Recommendations...................................................................... 18 List of Tables Table 2.1 Flow Projections ................................................................................................................................. 2 Table 2.2 Forcemain Sizing ............................................................................................................................... 3 Table 2.3 Pump Design Criteria ....................................................................................................................... 7 Table 2.4 Wet Well Pump Envelopes ............................................................................................................ 8 Table 2.5 Wet Well Elevations .......................................................................................................................... 8 Table 5.1 Connection Fee Calculated From Total Project Cost and Sewershed ......................... 15 Table 5.2 Connection Fee Calculated From Adjusted Project Cost and Sewer District............ 16 Appendices Appendix A: Projected Service Area Appendix B: Preliminary Forcemain Alignment & Site Plan Appendix C: Opinions of Probable Construction Costs 193 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Introduction and Background September 2024 www.ae2s.com Page 1 Chapter 1 Introduction and Background The City of Chanhassen is currently evaluating the design of a new lift station and forcemain, generally located on the east side of Powers Boulevard and approximately halfway between Pioneer Trail and the interchange with Trunk Highway 212. This lift station and forcemain will service new developments in the area identified in the 2040 Comprehensive Plan. The exact timeline for full development of the service area is unknown, with the fully developed flows being significantly larger than the startup flows. The purpose of this Feasibility Report is to summarize the preliminary design of the Chanhassen 2010 MUSA Lift Station including the following aspects: • Design Basis • Phasing • Site Plan • Estimated Cost & Funding Construction of the lift station is feasible, however careful consideration must be paid to ensure the lift station is effectively phased for startup, intermediate, and ultimate flows. 194 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 2 Chapter 2 Design Basis 2.1 Flow and Service Area Flows were projected using information gained from the Chanhassen 2040 Comprehensive Plan, conversations with City staff, the US Census Bureau, and standard engineering practice. Flows summarized in Table 2.1 were estimated for startup conditions, intermediate conditions, and ultimate conditions. Table 2.1 Flow Projections Startup Intermediate Ultimate Included Developments Brandl dev., Klingelhutz dev. Brandl dev., Klingelhutz dev., Erhart Farm dev., Golf Course dev. All developments shown in 2040 Land Use Map Peaking Factor1 4.0 3.9 3.3 Average Flow2 [gpm] 30 119 496 Peak Hour Flow [gpm] 118 465 1636 1. Peaking Factor based on the MCES Flow Variation Factors for Sewer Design presented in MCES’ 2040 Water Resources Policy Plan 2. Average flow assumes 75 gpcd (from 2040 Comprehensive Plan) and unit densities shown in 2040 Comprehensive Plan The following assumptions were considered for the developed flow conditions in Table 2.1: • Existing developed areas within the service area shown in the 2040 Comprehensive Plan will not contribute to startup or intermediate flow. • Average household considered is 2.7 persons/household (US Census Bureau, Chanhassen, MN Quick Facts). • Intermediate flow projections use the startup flow projection, plus a units estimate based on the area of the golf course and Erhart Farm and the stated unit density in the 2040 Comprehensive Plan. • Ultimate flow projections were developed from the 2040 Comprehensive Plan land use area and stated unit density for all residential areas. Office, industrial, and mixed areas are estimated to contribute 800 gallon/acre/day (as stated in the 2040 Comprehensive Plan). A map showing the projected service area is included in Appendix A. The ultimate flow projection of 1,636 gpm (equal to 2.36 MGD) is significantly lower than the 3.696 MGD projected by the 2040 Comprehensive Plan. It is difficult to identify the discrepancy as a justification was not provided, however the 2040 Comprehensive Plan most likely applied a conservative flow factor to the entire sewershed, whereas AE2S calculated the design flow from 195 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 3 the specific land uses and associated flows of the proposed growth areas. Although the updated flow projection is significantly lower than the 2040 Comprehensive Plan, standard engineering best practices were utilized to appropriately determine the updated ultimate flow projection. AE2S recommends the City proceed with the updated ultimate flow projection, as it is a more granular determination utilizing industry standard best engineering practices to avoid under projecting the sanitary flow at ultimate buildout. 2.2 Forcemain 2.2.1 Sizing Per 10 States Standards, forcemains are sized to maintain a minimum velocity of 2 feet per second (fps) and a maximum velocity of 8 fps. The installation of two forcemains in differing size is recommended to maintain recommended velocities from startup to ultimate flow conditions. A dual forcemain will also allow a degree of redundancy during future maintenance. Both forcemains will be constructed initially to reduce total installation costs. Forcemain sizes and corresponding velocities at different flows are shown in Table 2.2. Table 2.2 Forcemain Sizing Startup Intermediate Ultimate Avg. Peak Avg. Peak Avg. Peak Flow [gpm] 29.5 118 119 465 496 1636 Velocity [fps] – 6” 1, 2 0.4 1.6 1.6 6.1 6.5 21.5 Velocity [fps] – 8” 1, 2 0.2 0.9 0.9 3.6 3.8 12.5 Velocity [fps] – 10” 1, 2 0.2 0.6 0.6 2.4 2.5 8.3 Velocity [fps] – 12” 1, 2 0.1 0.4 0.4 1.7 1.8 5.9 Velocity [fps] – 14” 1, 2 0.1 0.3 0.3 1.2 1.3 4.4 1. Pipe sizes in table are HDPE DIPS. Velocities are calculated using the corresponding inner diameter for DR11 HDPE. Velocities will change if a different forcemain material is selected. Velocities assume 100% of flow is through a single pipe. 2. Velocities below the minimum recommended velocity of 2 fps are highlighted light green. Velocities above the maximum recommended velocity of 8 fps are highlighted red. Based on the results shown in Table 2.2, a 6” forcemain is recommended as the smaller pipe and a 14” forcemain is recommended as the larger pipe. The following factors were considered when selected the recommended dual forcemain sizes: • The smaller pipe at 6” is able to convey 100% of startup peak hour flow, intermediate peak hour flow, and eventually ultimate average flow while still satisfying velocity requirements which will provide a level of forcemain redundancy for future maintenance during average conditions. 196 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 4 • During startup flows, the pumps will be sized to pump a flow greater than the startup peak hour in order to reach minimum velocity to flush the forcemain. • Two equally sized forcemains would require the operation of both pipes without redundancy for ultimate conditions or a significantly oversized forcemain for startup conditions. • Although a 12” forcemain is the minimum size to convey the ultimate peak hour flow, a 14” forcemain is recommended to decrease headloss, energy consumption, and required pump motor size. Flushing cycles within the automatic control logic will be incorporated to prevent solids deposition. 2.2.2 Alignment The proposed parallel forcemains must convey the defined wastewater flow conditions from the proposed lift station to the MCES Interceptor Sewer. The recommended route for the proposed forcemains is an alignment that follows the east side of the Minnesota Department of Transportation (MnDOT) right-of-way (R/W) of Powers Boulevard and Highway 212 up to Lyman Boulevard. The forcemains would transition to a gravity sewer at Lyman Boulevard and travel east along the south side of Lyman Boulevard to the final connection location with the MCES Interceptor Sewer. The preliminary forcemain alignment is illustrated in Appendix B. The following factors were considered when developing the preliminary forcemain alignment: • The only feasible path for the forcemains was determined to be north along Powers BLVD and northeast along Highway 212. • The wetland delineation identified a wetland just east of the HW 212 entrance ramp, which would require the alignment to run through the wetland or within MnDOT R/W. • To minimize environmental impact to the wetland it is recommended to route the alignment within MnDOT R/W near the HW 212 entrance ramp to minimize the environmental impact to the wetland. This will require an “Application for Utility Accommodation on Trunk Highway Right of Way” to be submitted to Mn/DOT. • The MnDOT has stated that they would allow an exception to install the forcemains within the MnDOT R/W at this location. • Additionally, routing the alignment through MnDOT R/W will avoid excessive tree removal. • Portions of the proposed forcemain alignment are currently wooded which will require clearing for installation. • Although the majority of the forcemains will be installed by trenchless construction methods, up to three air release manholes and three drain manholes are anticipated along the alignment. Further evaluation will determine the quantity and number of air release valve and drain manholes. 197 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 5 2.2.3 Material The recommended forcemain material is DR11 DIPS HDPE. Typically, HDPE has the lowest installed cost for horizontal directional drilling. HDPE also provides increased corrosion resistance and lower friction when compared to DIP. PVC is similar to HDPE in corrosion resistance and friction. However, HDPE is almost always the lowest cost option and is the general preference of directional drillers at pipe diameters below 30”. The wall thickness of DR11 HDPE pipe is generally accepted for use in directional drilling applications as having the strength required for most installations. The contractor is required to verify that the pipe wall thickness is suitable for his proposed installation prior to completing the work. Use of ductile iron pipe size (DIPS) HDPE is recommended since it has the identical pipe outside diameter as PVC or ductile iron pipe. This makes the installation of fittings, valves, and couplings relatively easy since the same materials that are commonly used for PVC pipe will fit the pipe. 2.3 Gravity Sewer 2.3.1 Sizing The ultimate peak pump flow from the lift station is anticipated to be approximately 1,650 gpm. The minimum pumping rate is anticipated to be 190 gpm. The full flow capacity of a 15-inch PVC pipe at a minimum slope of 0.12% is approximately 2,500 gpm. With the grade and elevation differences of the forcemains and the City Trunk Sewer connection point, the gravity sewer can be installed at a slope of at least 0.32%. This slope will allow the sewer to be installed sufficiently low to pick up residential sewers from the existing residences along Lyman Blvd. At the anticipated ultimate peak pump flow rate of 1,650 gpm, the 15-inch gravity sewer pipe would be approximately 70 percent of full flow capacity. At the minimum pumping rate of 190 gpm, the pipe will be flowing at only about 10 percent of full flow capacity and will have a velocity well below 2 feet per second. Intermittent flushing from the lift station pumps or more frequent pipe jetting may be required to prevent solids deposition at startup flow. 2.3.2 Alignment The proposed forcemains will discharge to a gravity sewer at Lyman Boulevard. The gravity sewer will then convey the wastewater for approximately 900 feet along the south side of Lyman Boulevard and deliver the wastewater to the City Trunk Sewer. 198 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 6 2.3.3 Material The recommended gravity sewer material is PS46, PVC sewer pipe. PVC gravity sewer pipe is the most economical pipe material for this gravity sewer application. The PVC sewer pipe has standard Rieber gaskets and has many years of successful and relatively maintenance-free use as gravity sewer pipe. 2.4 Pumps 2.4.1 Configuration AE2S recommends two submersible pumps (1 duty / 1 standby) are installed initially to handle startup and intermediate flows and three pump (2 duty / 1 standby) to handle ultimate flow conditions based on the following factors: • A two pump configuration is preferred, however, a single submersible pump cannot economically meet ultimate flow conditions. • A three pump configuration allows for greater operational flexibility. • Submersible pumps are recommended over dry pit pumps due to the significantly higher construction cost for a dry pit configuration 2.4.2 Sizing The minimum flow to maintain 2 fps in 6” DIP is 193 gpm, which will be utilized as the startup design flow of the pumps. Pump design criteria based on projected flows, forcemain size, and estimated head conditions are shown in Table 2.3. 199 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 7 Table 2.3 Pump Design Criteria Condition 1 S I I I & U U U U Flow 2 MV PH PH MV PH AA AA Total Pumps 2 2 2 2 or 3 3 3 3 Active Pumps 1 1 1 1 2 1 1 System Flow [gpm] 193 465 465 747 1636 496 496 Individual Pump Flow [gpm] 193 465 465 747 818 496 496 Forcemain Size [in] 3 6 6 14 14 14 6 14 Wet Well Pipe Size [in] 4 6 6 6 10 10 10 10 TDH [ft] 5 107 193 89 92 110 202 89 Estimated Pump HP6 9 39 18 30 39 43 19 1. S = startup, I = intermediate, U = ultimate. 2. MV = minimum velocity flow, PH = peak hour flow, AA = average annual flow. 3. Forcemain pipe sizes in table are HDPE DIPS. 4. Vault and wet well pipe sizes in table are DIP nominal diameter. 5. TDH is calculated using maximum static head of 83’. The difference between maximum and minimum static head is estimated at 1’ for startup, 2’ for intermediate, and 4’ for ultimate. 6. Actual pump HP will vary. Preliminary discussions with pump vendors (Flygt and Sulzer) indicated that while different pumps are required for the startup and ultimate conditions, the ultimate pumps can meet the intermediate conditions or the startup pumps can be oversized to hit the intermediate conditions. AE2S recommends selecting the initial pumps to handle intermediate flows versus the future pumps for the following reasons: • Based on received quotes, the required pump HP is 11 HP for startup conditions, 20 HP for intermediate conditions, and 45 HP for ultimate conditions. Given that fast growth is expected and there is minimal cost difference between 11 HP and 20 HP pumps (~$10,000/pump), it is recommended to oversize the startup pumps to handle intermediate flows and install the 45 HP ultimate pumps once intermediate flows are exceeded. • Installing larger initial pump will also delay the install of the significantly larger switchgear and electrical equipment needed for the future pumps. 2.5 Wet Well 2.5.1 Design The wet well is sized in conjunction with the pumps such that pumps cycle 2-10 times per hour during average flow. This range prevents damage from excessive starts while still adequately turning over the wet well to prevent odors. Additionally, the wet well must be large enough for the submersible pumps and access hatches. The wetwell effective volume is a function of the 200 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 8 wetwell diameter and the pump envelope. The pump envelope is the elevation difference between when the lead pump comes on and the minimum pump submergence elevation. Due to the depth of the wet well, discussed in greater detail below, a circular wet well is recommended due to the shape’s inherent strength. The maximum and minimum allowable effective volume and corresponding pump envelope for different wetwell diameters are shown in Table 2.4. Note that the stated pump envelope ranges in Table 2.4 are the maximum and minimum pump envelope that would satisfy the 2-10 cycles per hour. For instance, with a 10’ wet well, the pump envelope could be as wide as over 4.0’ or as narrow as 2.0’ for ultimate conditions if not limited by the influent pipe and floor elevations. Table 2.4 Wet Well Pump Envelopes Startup Intermediate Ultimate Effective Volume Range [gal] 150 – 750 550 – 2650 1150 – 5850 Pump Envelope Range – 10’ Diam. [ft] 0.3 – 1.3 0.9 – 4.5 2.0 – 4.0+ A 10’ diameter wet well is recommended to handle the design flow range and to accommodate the triplex pumps for ultimate conditions. A wet well smaller than 10’ diameter will limit triplex pump options but could handle startup and intermediate flows and contain duplex pumps. To avoid multiple excavations, a 10’ wet well is recommended for all phases. The recommended pump envelope for a 10’ wet well is 1’ for startup flows, 2’ for intermediate flows, and 4’ for ultimate flows. Wet well depth is a function of the influent invert, pump envelope, and minimum pump submergence. Key wet well elevations are summarized in Table 2.5. Table 2.5 Wet Well Elevations Parameter Elevation Grade 1 874.00’ Wet Well Influent Pipe Invert 839.75’ Minimum Pump Submergence 2.33’ Maximum Pump Envelope 4.00’ Maximum Wet Well Invert 833.42’ Design Wet Well Invert 833.00’ Total Wet Well Depth 1 41.00’ 1. Final grade, and resulting wet well depth, may change based on final grading plan. 2.5.2 Excavation Construction of a 41’ deep wet well will require significant excavation. Several possible methods for excavation are outlined below: 201 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 9 1. Conventional excavation a. Large estimated disturbed area of 0.6 acres. b. Significant volume of material will need to be stockpiled. c. Potentially the lowest cost option. 2. Shoring - traditional a. May need to splice sheet piles. Can also pour ring beams. b. Likely the most expensive option. i. Recommend carrying line item for shoring to ensure costs are accounted for. 3. Auger a. Wet well area would be augered out, and structure dropped in place. b. Requires cohesive soils to be present to avoid shoring. c. 10’ diameter may be larger than feasible. 4. Caisson structure a. Rings would be built at grade, have their center excavated, and then sunk until 40’ depth is reached. 5. Secant pile wall a. Alternative shoring method consisting of secant piles installed around the perimeter of the wet well area. Excavation options will be investigated further during detailed design. 2.6 Valve Vault The valve vault is estimated to be a 12’ x 8’ precast rectangular structure set 10’ below grade. The valve vault will contain check and gate valves for each pump as well as connections and isolation valves to both pipes of the forcemain. For startup and intermediate flows, piping is 6” DIP to satisfy velocity requirements. Once the ultimate pumps are installed, the 6” DIP and valves will be replaced with 10” DIP. The 6” penetrations in the valve vault will need to be core- drilled to fit 10” DIP at that time. Notably, the valve vault does not include room for a flow meter. Lift stations with flows similar to that of the projected startup and intermediate flows often do not include a flow meter. If a flow meter is desired for ultimate flows, it could be installed in a separate manhole. 2.7 Electrical 2.7.1 Utility Connection The project is located within the service area for Minnesota Valley Electric Cooperative. Preliminary conversations with the utility have indicated that power will be brought from an overhead line ~1700’ away and will require a new transformer be installed at the site. 202 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Design Basis September 2024 www.ae2s.com Page 10 2.7.2 Controls and Switchgear Controls and switchgear will be housed in a standalone control panel. Once ultimate pumps are installed, the City may decide to investigate a separate electrical building further due to the size of the control panel required for the three 45 HP pumps. However, it is anticipated that a large control panel without an electrical building is still feasible for ultimate conditions. 2.7.3 Generator A permanent standby generator and automatic transfer switch can be installed for emergency power supply. If not installed, a portable generator would have to be used in conjunction with a hookup integral to the control panel. The permanent standby generator can be sized to power either the startup/intermediate pumps or the startup/intermediate pumps and the ultimate pumps. Sizing for the ultimate pumps would result in a generator approximately $50,000 more expensive than one sized for the startup/intermediate pumps. Foregoing a permanent standby generator completely would reduce costs by approximately $80,000 from what is shown in the Opinions of Probable Construction Cost. Currently, it is assumed that a permanent standby generator sized for the startup/intermediate pumps only will be installed. 2.8 Odor Pumping rates and envelopes have been designed to turn over the wet well at a frequent rate to mitigate odors. Per City Public Works, a Wet Well Wizard (a type of wet well aerator/mixer) has been used with success at other lift stations to prevent odors. It is recommended to install a wet well wizard as the associated cost is insignificant compared to the total project cost and the potential for odors is further reduced. 203 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Phasing September 2024 www.ae2s.com Page 11 Chapter 3 Phasing The project will ultimately consist of two phases due to the large difference between projected startup and ultimate flows. The phases are summarized below: Phase I • Major Components o Dual forcemain construction o Gravity sewer extension to tie forcemain discharge into existing sewer o Site work, including grading and parking lot o Wet well and valve vault, furnished with 6” DIP pipes and valves o 2 ct. 20 HP pumps o Control panel o Permanent standby generator (sized for startup/intermediate pumps only) • Capabilities o Startup and intermediate flows • Construction Timeline o 2025 Phase II • Major Components o Replacement of wet well and valve vault pipes and valves with 10” DIP o Replacement of 20 HP pumps with 3 ct. 45 HP pumps o New control panel complete with new controls and switchgear for ultimate pumps ▪ Alternatively, construction of an electrical building that could also house the permanent standby generator o Permanent standby generator sized for ultimate pumps • Capabilities o Intermediate and ultimate flows • Construction Timeline o 2035, or later. Construct once intermediate flows are anticipated to be exceeded 204 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Site Plan September 2024 www.ae2s.com Page 12 Chapter 4 Site Plan Generally, the site will be constructed to the south of the existing gravel access road and east of the existing gravity sewer stub out. Several key considerations when drafting the site plan are listed below: • The new access (from the existing access) is graded at a maximum slope of 7% to facilitate ease of entry by vac trucks and large equipment. • A four-stall parking lot for a trailhead is included at the end of the new access. This parking lot is out of the future ROW of the existing gravel access road and doubles as a truck turnaround. • Sufficient space was left to the south side of the lift station for a stormwater pond to be built without requiring a retaining wall. • The lift station is above the extent of flooding elevation were the drainage ditch alongside Powers Blvd. to clog at the culvert conveying flow under Powers Blvd. • Sufficient space surrounding the lift station is left for future construction of an electrical building. A preliminary site plan is included in Appendix B. 205 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Costs and Funding September 2024 www.ae2s.com Page 13 Chapter 5 Costs and Funding 5.1 Opinions of Probable Construction Costs The following assumptions were considered when developing opinions of probable construction costs (OPCCs) • Costs are based on 2024 dollars. • The conceptual opinion of probable cost was developed based upon previous project data, equipment quotes, and RS Means cost estimating data. • This cost opinion represents a Class IV Estimate based upon the definitions of the Association for Advancement of Cost Engineering (AACE) International. This level of cost opinion is appropriate for planning level evaluations made with incomplete information. • The cost opinion at this level of engineering is considered to have an accuracy range of +50/-30 percent. Actual costs will not be determined until a bidding process has been completed at the time of construction. • The engineering (design, bidding, and construction) costs are taken from the existing contract for $258,890 with AE2S plus the geotechnical investigation cost. • An additional contingency of 20 percent is included to cover unknown details and conditions. The total OPCC for implementing Phase I is $3.79 mm. A detailed Opinion of Probable Construction Cost is included in in Appendix C. 5.2 Funding 5.2.1 Overall Two funding methods for Phase I were investigated – creation of a sewer district and special assessments. Both methods are detailed in the following sections. Due to the uncertainty surrounding volume and time of ultimate growth, the Phase II work would be funded separately in a manner to be decided closer to the actual time of construction. For either Phase I funding approach, the project will need to be paid for at the time of construction before costs can be recouped via a sewer district or special assessments. Upfront costs can be financed with bonding or directly paid for by the City. Bonding provides the City with more capital flexibility. Paying for the project directly avoids paying interest. It is AE2S’s understanding that the City’s preference is to pay for the project upfront directly, without bonding. Additional government funding, such as grants, is unlikely since the project is spurred by growth and serves a high-income area. 206 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Costs and Funding September 2024 www.ae2s.com Page 14 5.2.2 Sewer District One funding approach is the creation of a new sewer district encompassing the portion of the sewershed that has direct access to the gravity sewer served by the lift station. Throughout this section, the following terms are defined as: Sewer District – the area that discharges to the 2010 MUSA lift station directly (via gravity only) Sewershed – the area that discharges to the 2010 MUSA lift station either directly (via gravity) or indirectly (via intermediate lift stations). Users in the sewer district would be charged a one-time connection fee when they connect to the sewer. The one-time connection fee is calculated using projected equivalent residential units (ERUs) and the OPCC for the Phase I work. For residential areas, the unit densities stated in the 2040 Comprehensive Plan were used. For office, industrial, and mixed development areas, the acreage shown in the 2040 Comprehensive Plan was converted to ERUs using Equation 1: Eq. 1) 𝐸𝑅𝑈 𝑎𝑐𝑟𝑐=𝑁𝑐𝑐𝑖𝑐𝑐 𝑐𝑙𝑛𝑤 [ 𝑐𝑎𝑙 𝑎𝑐𝑟𝑐 𝑐𝑎𝑦]÷ 𝑅𝑐𝑟𝑖𝑐𝑐𝑛𝑟𝑖𝑎𝑙 𝑐𝑙𝑛𝑤 [ 𝑐𝑎𝑙 𝑛𝑐𝑟𝑟𝑛𝑛 𝑐𝑎𝑦]÷ 𝐻𝑛𝑟𝑟𝑐ℎ𝑛𝑙𝑐 𝑟𝑖𝑦𝑐 [𝑛𝑐𝑟𝑟𝑛𝑛 𝐸𝑅𝑈] Where: • Office (or office/industrial, or mixed) flow is 800 gallon/acre/day • Residential flow is assumed to be 75 gpcd • Household (ERU) size is 2.7 person per ERU The connection fee to finance Phase I is then calculated using one of two methods, detailed below. Generally, the connection fee is calculated using Equation 2: Eq. 2) 𝑁ℎ𝑎𝑟𝑐 𝐻 𝐶𝑛𝑛𝑛𝑐𝑐𝑟𝑖𝑛𝑛 𝐸𝑐𝑐= 𝑁ℎ𝑎𝑟𝑐 𝐻 𝑁𝑟𝑛𝑖𝑐𝑐𝑟 𝐶𝑛𝑟𝑟÷ 𝐸𝑅𝑈𝑟 The costs recouped by the City at a given time are calculate using Equation 3: Eq. 3) 𝑅𝑐𝑐𝑛𝑟𝑛𝑐𝑐 𝐶𝑛𝑟𝑟𝑟= 𝑁ℎ𝑎𝑟𝑐 𝐻 𝐶𝑛𝑛𝑛𝑐𝑐𝑟𝑖𝑛𝑛 𝐸𝑐𝑐∗𝑁𝑛.𝑁𝑐 𝐶𝑛𝑛𝑛𝑐𝑐𝑟𝑐𝑐 𝐸𝑅𝑈𝑟 5.2.2.1 Connection Fee Using Sewershed and Total Project Cost In this method, the connection fee is calculated by setting “Phase I Project Cost” in Equation 2 to the entire Phase I OPCC and “ERUs” to the total ERUs in the sewershed that ultimately discharge to the lift station, either via gravity or an intermediate lift station. 207 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Costs and Funding September 2024 www.ae2s.com Page 15 The connection fee would then be applied only to the ERUs within the new sewer district (i.e. those that discharge via gravity). The City would be responsible for funding the remainder of the project independently. The resulting ERUs and proposed connection fees are shown in Table 5.1. Table 5.1 Connection Fee Calculated From Total Project Cost and Sewershed Startup Intermediate Ultimate ERUs Used to Calculate Connection Fee (Sewershed) 210 848 3574 Project Cost Used to Calculate Connection Fee $3.79 mm Connection Fee1,2,3 $1,060 / ERU ERUs Charged Connection Fee (Sewer District) 210 848 1046 Recouped Amount2 $0.22 mm $0.90 mm $1.11 mm Remaining Cost2,4 $3.57 mm $2.89 mm $2.68 mm 1. Connection Fee is for financing of Phase 1 costs only and is applicable only to the sewer district. Additional fee/assessment is required to finance Phase II. Additional City fees may apply. 2. Costs presented in 2024 dollars. 3. Connection Fee to be raised annually in correlation with annual sewer rate adjustments. 3. Remaining Cost is the difference between the Phase I project cost and the cost recouped by connection fees. As shown in Table 5.1, the City can expect to recoup $1.11 mm of the $3.79 mm Phase I project cost by ultimate buildout using the above approach. Some additional dollars would be recouped as new lift stations are constructed that discharge to this lift station. 5.2.2.2 Connection Fee Using Sewer District and Adjusted Project Cost In this method, the connection fee is calculated by setting “Phase I Project Cost” in Equation 2 to an adjusted Phase I OPCC and “ERUs” to only the ERUs in the sewer district that discharge to the lift station directly by gravity. The OPCC is adjusted to only include costs due to the sewer district, not the entire sewershed. OPCC cost adjustments include: • Removal of additional cost from installing 14” parallel forcemain. • Decrease of valve vault and wet well material costs by 30% to reflect the smaller size that would be required if only flow from the sewer district was received. The connection fee would then be applied only to the ERUs within the new sewer district (i.e. those that discharge via gravity). The City would be responsible for funding the remainder of the project independently. The resulting ERUs and proposed connection fees are shown in Table 5.2. 208 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Costs and Funding September 2024 www.ae2s.com Page 16 Table 5.2 Connection Fee Calculated From Adjusted Project Cost and Sewer District Startup Intermediate Ultimate ERUs Used to Calculate Connection Fee (Sewer District) 210 848 1046 Project Cost Used to Calculate Connection Fee $3.03 mm Connection Fee1,2,3 $2,900 / ERU ERUs Charged Connection Fee (Sewer District) 210 848 1046 Recouped Amount2 $0.61 mm $2.46 mm $3.03 mm Remaining Cost2,4 $3.18 mm $1.33 mm $0.76 mm 1. Connection Fee is for financing of Phase 1 costs only and is applicable only to the sewer district. Additional fee/assessment is required to finance Phase II. Additional City fees may apply. 2. Costs presented in 2024 dollars. 3. Connection Fee to be raised annually in correlation with annual sewer rate adjustments. 3. Remaining Cost is the difference between the Phase I project cost and the cost recouped by connection fees . As shown in Table 5.2, the City can expect to recoup $3.03 mm of the $3.79 mm Phase I project cost by ultimate buildout using the above approach. Some additional dollars would be recouped as new lift stations are constructed that discharge to this lift station. 5.2.3 Special Assessment An alternative to the sewer district approach would be to perform special assessments on properties serviced by the new lift station. However, this approach is poorly suited for this application as the majority of the properties to be serviced by the new lift station are not yet developed. 5.2.4 Recommendation The recommended approach is to fund the project using the sewer district approach with the fee calculated using the total sewershed ERUs and total project cost. A sewer district is recommended over special assessment due to the lack of existing developed properties. Calculating the connection fee using the total project cost and total ERUs in the sewershed is recommended over using the adjusted project cost and only ERUs in the sewer district due to the potential for conflict over which costs should be included in the adjusted project cost and exactly which future ERUs will discharge directly to the lift station. However, using this approach will result in less recouped costs for the City in comparison to utilizing the alternative connection fee calculation. 209 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Schedule September 2024 www.ae2s.com Page 17 Chapter 6 Schedule The City’s intent is to have Phase I of the project (as defined in Chapter 3) complete and operational by the summer of 2025. This will allow initial development to occur. The following tentative schedule for the remaining work associated with Phase I is proposed: Council Accepts Feasibility/Orders Improvement……………………… September 9th, 2024 Final Design Complete……………………………………………………………… October 2024 Bid Opening……………………………………………………………………………… November 21, 2024 Council Award……………………………………………………………………………. December 9, 2024 Construction Substantially Complete………………………………………… July 31, 2025 A detailed schedule for Phase II of the project should be developed closer to the date that Phase II is required to be completed. The proposed schedule is tight. To meet the proposed schedule, preprocurement of long lead time items may be necessary. Items most likely to be preprocured include the control panel, VFDs, PLCs, and the submersible pumps. Preprocurement is the process of the City directly purchasing items for the project outside of the bid contract and supplying said items to the general contractor for installation as part of the project. This process can accelerate project timeline as long lead time items can be purchased before the project is bid. However, preprocurement does increase risk to the City as the general contractor is no longer responsible for warranting the preprocured items. Additionally, the process involves the City purchasing items for the project before seeing the actual bid price. AE2S will work with City staff to determine an acceptable construction schedule and the necessary steps to expedite construction. 210 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Summary and Recommendations September 2024 www.ae2s.com Page 18 Chapter 7 Summary and Recommendations Based on the feasibility analysis, the proposed project is feasible, necessary, and cost effective. The following list summarizes the recommendations of this report. • AE2S recommends the City proceed with the reduced ultimate flow projection, as compared to the 2040 Comprehensive Plan for design flow determination. The 2040 Comprehensive Plan most likely assumed a conservative flow factor to the entire sewershed, while this feasibility study utilized a granular approach to determine the projected flow using industry standard best engineering practices to avoid under projecting the sanitary flow at ultimate buildout. • A phased approach to the lift station is recommended since the ultimate projected flow is significantly higher than the startup projected flow. The report includes Phase I and Phase II project details and an OPCC for Phase I. • The total OPCC for implementing Phase I is $3.79 mm. A detailed Opinion of Probable Construction Cost is included in in Appendix C. • Three options are defined in this report for the City to recover project costs for Phase I. The recommended option is using the sewer district approach with the fee calculated from the total sewershed ERUs and total project cost. AE2S recommends the City proceed with the detailed design of 2010 MUSA Lift Station considering the recommendations outlined in this report. 211 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Appendix A September 2024 www.ae2s.com Appendix A: Projected Service Area 212 Ricel.ake O•.:::::::J3,0 eetWMile s O 0.5 _. Golf Course - Future Low Density 181.25 ac Existing Developed Large Lots 297.51 ac Existing Developed Large Lots 96.1 ac Existing Developed Large Lots 53.89 ac Future Low Density 147.27 ac Future Med Density 31.02 ac Future Med Density 54.29 ac Future High Density 87.04 ac Future Office 50.56 ac Future Mixed 27.06 ac Future Low Density 43.64 ac Future Low Density 40.93 ac Future High Density - 87 ac Future Mixed - 27 ac Future Med. Density - 31 ac Future Med. Density - 54 ac Future Office/Industrial - 41 ac Existing Developed Large Lots - 298 ac Golf Course Future Low Density - 181 ac Future Low Density - 147 ac Future Low Density - 29 ac Future Low Density - 44 ac Erhart Farm - Future Low Density - 31.5 ac Existing Developed Large Lots - 54 ac Future Office - 50.5 ac Existing Developed Large Lots - 96 ac Existing Developed Large Lots - 20 ac Future Low Density - 41 ac CITY OF CHANHASSEN 2040 Land Use Plan * Potential SupportCommercialc::J Bluff Creek Corridor Commercial Office mmlllllllll Office Industrial 11111111 Mixed Residential Large Lot 2.5 Acre Minimum 1/10 u/ Acre) Residential Low Density Net Density 1.2 - 4 u/ Acre) lllllllillllll]I Residenti I Medium Density Net Density 4 - 8 u / Acre) 11111111 Residential High Density Net Density 8 -16 u/ Acre) Agriculture Parks -Open Space 11111111 Public Semi-Public 2010 MUSA LS Service Area Boundary - 1,918 Acres UNDERLYING MAP LEGEND AREA MARKUPS LEGEND = Existing residential large lots (1/10 units/acre) = Future residential low density (3 units/acre) = Future residential medium density (7 units/acre) = Future residential high density (12 units/acre) = Future mixed development (800 gpd/acre) = Future office/industrial (800 gpd/acre) = Future office (800 gpd/acre) - All marked up areas contribute to ultimate flows - Startup flows estimated from provided units estimate for Brandl and Klingelhutz, not areas on this map - Intermediate flows estimated from sum of startup estimate using provided units for Brandl and Klingelhutz, plus areas for the golf course and Erhart farms NOTES Bluff Creek area - assumed undevelopable 213 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Appendix B September 2024 www.ae2s.com Appendix B: Preliminary Forcemain Alignment and Site Plan 214 SSSSSSSSS SSSSSSSSSSSSSSSS S S SS SS SS S S S S S S SSHTRON0200Scale in FeetFile: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Plan Sheets\OVERALL UTILITY PLAN.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Plan Sheets\OVERALL UTILITY PLAN.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONOVERALL UTILITY PLANCITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PSC101EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTIONLYMAN BOULEVARDFRANK AND MARY LOU WHALEY 851 LYMAN BLVD CHANHASSEN, MN 55317 LAURENE FARRELL 801 LYMAN BLVD CHANHASSEN, MN 55317STATE OFMINNESOTA - DOTCITY OF CHANHASSENTHE TRUST AGREEMENT OF DAVID DELFORGE DAVID AND CYNTHIA DELFORGE 891 LYMAN BLVD CHANHASSEN, MN 55317DAWNE & TIMOTHY ERHART851 96TH STREETCHANHASSEN, MN 55317STATE OF MINNESOTA - DOTCITY OF CHANHASSENPOWERS BOULEVARDGREAT PLAINS BOULEVARD HIGHWAY 212 DUAL 6" AND 14"FORCE MAINSCONNECT TOEXISTING MANHOLEGRAVITY SANITARY SEWERLIFT STATIONARV215 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+005+006+007+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS855860865870875880885890895900905910855860865870875880885890895900905910EGFGSTA876.85880.86886.10889.51893.75899.50896.06876.85880.86886.10889.51893.75899.50896.061+002+003+004+005+006+007+00HTRONFile: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC102EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HIGHWAY 212DAWNE & TIMOTHY ERHART851 96TH STREETCHANHASSEN, MN 55317STATE OF MINNESOTA - DOTSTATE OF MINNESOTA - DOTWORK LIMIT216 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S 7+00 8+00 9+0010+0011+0012+0013+0014+001 5 + 0 0SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS875880885890895900905910915920925930 875880885890895900905910915920925930EGFGSTA898.55896.68899.30901.00901.00900.67900.00898.55896.68899.30901.00901.00900.67900.008+009+0010+0011+0012+0013+0014+00File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC103EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONDAWNE & TIMOTHY ERHART851 96TH STREETCHANHASSEN, MN 55317STATE OF MINNESOTA - DOTSTATE OF MINNESOTA - DOTHIGHWAY 212 EASTBOUND ON RAMPHIGHWAY 212 EASTBOUND OFF RAMP217 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS14+0015+0016+0017+0018+0019+0020+00SSSSSSSSSSSSSSSSSSSSSSSSSS875880885890895900905910915920925930875880885890895900905910915920925930EGFGSTA899.00898.81899.91909.86915.82918.55899.00898.81899.91909.86915.82918.5515+0016+0017+0018+0019+0020+00File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC104EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONSTATE OF MINNESOTA - DOTCITY OF CHANHASSENHIGHWAY 212 EASTBOUND ON RAMPHIGHWAY 212 EASTBOUND OFF RAMP218 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS20+0021+0022+0023+0024+0025+0026+0027+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS885890895900905910915920925930935940885890895900905910915920925930935940EGFGSTA918.27916.33917.88918.08919.37921.09925.35918.27916.33917.88918.08919.37921.09925.3521+0022+0023+0024+0025+0026+0027+00File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC105EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONSTATE OF MINNESOTA - DOTCITY OF CHANHASSEN219 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS27+0028+0029+0030+0031+0032+0033+0034+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS885890895900905910915920925930935940885890895900905910915920925930935940EGFGSTA920.10919.43918.90918.73922.35921.61918.81920.10919.43918.90918.73922.35921.61918.8128+0029+0030+0031+0032+0033+0034+00File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC106EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONSTATE OF MINNESOTA - DOTCITY OF CHANHASSENMINNESOTA VETERANSMEMORIAL HIGHWAYARV MANHOLEARV MANHOLE220 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS34+0035+0036+0037+0038+0039+0040+0041+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS865870875880885890895900905910915920865870875880885890895900905910915920EGFGSTA913.22904.29895.91892.07891.00891.23895.33913.22904.29895.91892.07891.00891.23895.3335+0036+0037+0038+0039+0040+0041+00File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC107EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONMINNESOTA VETERANSMEMORIAL HIGHWAYSTATE OF MINNESOTA - DOTCITY OF CHANHASSEN221 SSSSSSSS41+0042+0043+0044+0045+0046+0047+0048+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS885890895900905910915920925930935940885890895900905910915920925930935940EGFGSTA908.28921.04922.46923.38924.55928.29923.85908.28921.04922.46923.38924.55928.29923.8542+0043+0044+0045+0046+0047+0048+00395' OF 15" PVC @ 0.50%500' OF 15" PVC @ 0.32%File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC108EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONLYMAN BOULEVARDSTATE OF MINNESOTA - DOTCITY OF CHANHASSENTHE TRUST AGREEMENT OFDAVID DELFORGEDAVID AND CYNTHIA DELFORGE891 LYMAN BLVDCHANHASSEN, MN 5531720.00' PERMANENTUTILITY EASEMENTWORK LIMITFRANK AND MARY LOU WHALEY851 LYMAN BLVDCHANHASSEN, MN 55317222 48+0049+0050+0051+0051+91.57SSSSSSSSSSSSSSSSSSSSSSS885890895900905910915920925930935940 885890895900905910915920925930935940EGFGSTA925.36923.97924.66925.36923.97924.6649+0050+0051+0052+0053+00500' OF 15" PVC @ 0.32%File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CU-UTILITIES.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONSANITARY SEWER PLAN AND PROFILECITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC109EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTION30Scale in Feet0HTRONLYMAN BOULEVARDCROSSROADS COURT SOUT HFRANK AND MARY LOU WHALEY851 LYMAN BLVDCHANHASSEN, MN 55317LAURENE FARRELL801 LYMAN BLVDCHANHASSEN, MN 55317ARBOR GLEN CHANHASSENASSOCIATIONABUBAKAR LATIF ANDRUJUTA BAGAL790 CROSSROADS COURTCHANHASSEN, MN 55317TIMOTHY AND DEBRA ROGERS780 CROSSROADS COURTCHANHASSEN, MN 5531720.00' PERMANENTUTILITY EASEMENTCROSSROADS BOULEVARDWORK LIMIT223 SSSSSS0+00SSSSSSSSDSDSDSD7.0%2.0%2.0%2.0%875876877878870868867869 8 7 1 8718738778748738768781.3%0.0%0.1%873.80873.60873.16873.43873.27873.60874.25874.46874.25873.15876.16876.11877.90876.76873.85873.11873.11874.29868.90872.21 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CS-SITE LAYOUT.dwgPlotted: By: Erik Joens Date: Monday, August 12, 2024 File: W:\C\Chanhassen\05126-2024-003\CAD Dwgs\01-Civil\Design\CS-SITE LAYOUT.dwg PROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR:SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYM DATE APPR STATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.com A d v a nced Engi n e e r i ng and P R E L IM I N A R Y Environmental Services, LLCNO T FO R CO N S T R U C T IO N LIFT STATIONLIFT STATION SITE LAYOUTCITY OF CHANHASSENCHANHASSEN, MINNESOTA05126-2024-003AUGUST 2024PPC110EJKMJKMJPRELIMINARY - NOT FOR CONSTRUCTIONScale in Feet010HTRONCONSTRUCTION NOTESWET WELL (10' DIA)TOP ELEV = 873.60'GRAVITY INV = 839.75' (APPROX)WET WELL INV = 833.75' (APPROX)10' X 12' VALVE VAULTTOP ELEV = 873.80'VALVE VAULT INV = 861.80' (APPROX)PARKING STALL (9' X 18')CONTRACTOR TO GRADE DRAINAGE SWALE TO DIRECTOFF SITE RUNOFF AROUND LIFT STATION15" RCP CULVERT WITH FLARED END SECTIONSRESTORE EXISTING GRAVEL DRIVEWAYAPPROXIMATE WET WELL EXCAVATION LIMITS. (1.5H:1V)1234567LEGENDCONCRETE STRUCTUREASPHALT PAVEMENT:·5" ASPHALT·8" AGGREGATE BASE CLASS 5·12" SELECT GRANULAR SUBBASEGRAVEL SURFACING (6" THICK)123333TURF ESTABLISHMENT·4" SALVAGED TOPSOIL·SEED (MNDOT MIX 25-141 & 33-361)45GENERAL NOTES: ESTIMATED QUANTITIES1.ASPHALT PAVEMENT = 135 TON2.AGGREGATE BASE CLASS 5 = 105 CY (CV)3.AGGREGATE SURFACING CLASS 2 = 15 CY (CV)4.SELECT GRANULAR SUBBASE = 185 CY (CV)5.COMMON EXCAVATION = 6,345 CY (EV)6.GRANULAR EMBANKMENT = 530 CY (CV)7.TURF ESTABLISHMENT = 2,500 SY8.GRAVEL DRIVE RESTORATION = 1,200 SY9.CLEARING AND GRUBBING = 0.63 AC67224 CHANHASSEN 2010 MUSA LS FEASIBILITY REPORT Appendix C September 2024 www.ae2s.com Appendix C: Opinions of Probable Construction Costs 225 Chanhassen 2010 MUSA Lift Station Revision: 9/3/2024 AE2S Project #P05126-2024-003 Opinion of Probable Total Construction Cost Project Division Subtotal Subtotal 00/01 0000 Mobilization, Bonds, & Insurance $203,849 Subtotal 02 0000 Existing Conditions $17,875 Subtotal 03 0000 Concrete $210,000 Subtotal 04 0000 Masonry $0 Subtotal 05 0000 Metals $0 Subtotal 06 0000 Woods,Plastics, and composites $0 Subtotal 07 0000 Thermal and Moisture Protection $0 Subtotal 08 0000 Doors and Windows $6,400 Subtotal 09 0000 Finishes $15,000 Subtotal 10 0000 Specialties $0 Subtotal 12 0000 Furnishings $0 Subtotal 21 0000 Fire Protection $0 Subtotal 22 0000 Plumbing $3,300 Subtotal 23 0000 Mechanical $0 Subtotal 26 0000 Electrical $199,500 Subtotal 31 0000 Earthwork $368,000 Subtotal 32 0000 Exterior Improvements $32,000 Subtotal 33 0000 Utilities $1,657,880 Subtotal 40 0000 Process Integration $95,500 Subtotal 41 0000 Material Processing and Handling Equipment $0 Subtotal 43 0000 Process Gas and Liquid Handling, Purification, and Storage Equipment $100,530 Subtotal 46 0000 Water and Wastewater Equipment $12,000 $2,921,900 Contingencies and Additional Expenses Construction Contingency (20%)$584,400 Engineering - Design / Construction Services $286,985 Total Contingencies and Additional Expenses $871,385 Estimated Total Project Costs $3,793,285 Subtotal Chanhassen 2010 MUSA LS OPCC 09.03.2024.xlsx/Division Summary Page 1 of 1 **There is no Right of Way or Easement costs identified in this OPCC, as the areaidentified for the lift station is assumed to be granted at no cost and all other areas forthe project are either currently public right of way or owned by the City of Chanhassen. 226 This requests information is generated from Final Adopted CIP 2024-2028 CIP 2024-2028 FINAL ADOPT, Adopted Version. Sewer - Proposed 2010 MUSA Sanitary Sewer Lift Station Overview Request Owner Charlie Howley, PW Director/City Engineer Department Sanitary Sewer Gen Operations Type Capital Improvement Project Number SS-020 Description This proposed lift station (#33) will be located on Powers Blvd south of TH 212 to service the 2010 MUSA (the area of the City south of Pioneer Trail). The project needs to be constructed before this area starts to develop and is contingent on when that happens. This is required for future development of the 2010 and 2015 MUSAs. The cost for this improvement will be paid for by future developments with future connection fees and development assessments. Note - $48,725 was paid by the Foxwood developer in escrow for this lift station; however, the Erhart Farm development completed in 2023 relocated temporary LS #32 to become a permanent lift station and therefore the Foxwood escrow was used for that. Details Type of Project New Construction Location 227 Capital Cost Breakdown Capital Cost FY2028 Total Engineering $220,000 $220,000 Construction/Maintenance $2,780,000 $2,780,000 Total $3,000,000 $3,000,000 Capital Cost Total Budget (all years) $3M Project Total $3M Capital Cost by Year (Adopted) Construction/Maintenance Engineering 2028 $3,000,000.00 $0 $800K $1.6M $2.4M Capital Cost for Budgeted Years (Adopted) TOTAL $3,000,000.00 Construction/Maintenance (93%)$2,780,000.0 Engineering (7%)$220,000.00 228 Funding Sources Breakdown Funding Sources FY2028 Total Utility Fund - Sewer $1,500,000 $1,500,000 Utility Assessments-Developer $1,500,000 $1,500,000 Total $3,000,000 $3,000,000 Funding Sources Total Budget (all years) $3M Project Total $3M Funding Sources by Year (Adopted) Utility Assessments-Developer Utility Fund - Sewer 2028 $3,000,000.00 $0 $800K $1.6M $2.4M Funding Sources for Budgeted Years (Adopted) TOTAL $3,000,000.00 Utility Assessments-Developer (50%)$1,500,00 Utility Fund - Sewer (50%)$1,500,000.00 229 City Council Item September 9, 2024 Item Resolution 2024-XX: Approve Vacation of Public Drainage and Utility Easements within the Roers property development File No.Vacation Case No. 2024-01 Item No: F.2 Agenda Section PUBLIC HEARINGS Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving the vacation of public drainage and utility easements, over multiple easement areas within the Roers property development legally described as, Lot 1, Block 1 Bloomberg Addition and Lot 1, Block 1 Frontier Cinema Addition, according to the recorded plats thereof, Carver County, Minnesota." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Vacating existing public drainage and utility easements required as part of the Roers Development. This action requires a Public Hearing which has been appropriately noticed. BACKGROUND N/A DISCUSSION The property owner (Roers) is needing to vacate existing public utility easements in association with its 230 development. The development property consists of Lot 1, Block 1 Bloomberg Addition and Lot 1, Block 1 Frontier Cinema Addition. The easements to be vacated are shown on the attached exhibit. A condition of this easement vacation approval is that the new easements needed for the development will be recorded concurrently with the Final Plat. This action is a routine action that is part of the overall approval of the development. BUDGET N/A RECOMMENDATION Staff recommends approval of the vacation of the public drainage and utility easements required as part of the Roers development. ATTACHMENTS Resolution2024-XX - Resolution Vacating Public Utility Easements w. Exhibits 231 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: September 9, 2024 RESOLUTION NO: 2024-XX_______________ MOTION BY:____________________ SECONDED BY:__________________________ RESOLUTION VACATING PUBLIC UTILITY EASEMENTS OVER MULTIPLE EASEMENT AREAS WITHIN THE ROERS PROPERTY LOCATED AT 570 MARKET STREET, LOT 1, BLOCK 1 AND OUTLOT A, BLOOMBERG ADDITION AND LOT 1, BLOCK 1, FRONTIER CINEMA ADDITION WHEREAS, Roers (“Applicant”) has applied for vacation of multiple easements as legally described and depicted in Exhibit A attached hereto and incorporated herein (collectively referred to herein as “Easements”); WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and mailed notice to the abutting property owners, to consider the vacation of the Easements. WHEREAS, following the hearing and consideration of the proposed vacation, the City Council finds that the Easements are not needed for public purposes. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1. The Easements are hereby vacated conditioned upon the simultaneous recording of the Chanhassen Market Street Addition plat. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 3. The City Clerk shall transmit a certified copy of this Resolution to the County Auditor and County Recorder subject to the condition in Paragraph 1 of this Resolution. PASSED AND ADOPTED by the Chanhassen City Council this 9th day of September, 2024. 232 2 ATTEST: ___________________________________ ___________________________________ Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 233 3 EXHIBIT A Legal Description and Depiction of Easements [Exhibit pages to follow] 234 ,, n .; '.J I ,r ... I ,r 0 I EASEMENT VACATION EXHIBIT I I , ...... L"J /I ,1 I L n u n V ' 0 ~- I 'O I,• n u n A A V IV/ . ... \ 0 I I ,- ...J ' I \', T I I I N0"00'00"E-, N90"00'00"£ ,--so·oo·oo"E . , ., 8.57 \...__ 9.00 / 8.56 II I , ...... L"J n V N89 '56 40 £--.... , ........ l,"'N89"56'40"£ 16•96 ' f 34.04 --S0"07'08"£ N0"07'08"£--~ _J ------1 12.00 12 00 '~ "I DRAINAGE AND UTILITY EASEMENT i/ SOUTHWEST CORNER OF LOT 1---.:.___ I PER DOCUMENT NO. A465722 I 'NBg"58'40"£ RECORD} S89"56'36"W 60.00 f I' • • " f / N89 '56 40 '£ --✓ SOUTH LIN£ OF LOT 1j 2.25 r- L /\ I / " J [:) I'' I \ \7 EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET1 OF2 235 EASEMENT VACATION EXHIBIT Vacation of a permanent easement for Drainage and Utility purposes over, under, and across that part of Lot 1, Block 1, Bloomberg Addition, Carver County, Minnesota, that is described as follows: Commencing at the southwest comer of said Lot I; thence North 89 degrees 58 minutes 40 seconds East, assumed bearing, along the south line of said Lot 1, a distance of 2.25 feet to the point of beginning of the easement to be described; thence North 00 degrees 07 minutes 08 seconds East, a distance of 12.00 feet; thence North 89 degrees 56 minutes 40 seconds East, a distance of 16.96 feet; thence North 00 degrees 00 minutes 00 seconds East, a distance of 8.57 feet; thence North 90 degrees 00 minutes 00 seconds East, a distance of 9.00 feet; thence South 00 degrees 00 minutes 00 seconds West, a distance of 8.56 feet; thence North 89 degrees 56 minutes 40 seconds East, a distance of 34.04 feet; thence South 00 degrees 07 minutes 08 seconds East, a distance of 12.00 feet to the south line of said Lot 1; thence South 89 degrees 56 minutes 40 seconds West, along said south line, a distance of 60.00 feet to the point of beginning. EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET2OF2 236 EASEMENT VACATION EXHIBIT EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 -::,,, c:::_ Ci:::: () "'( I uJ --~----c:?: ~- ~-I uJ -- -::,,, -::,,, c::: -c:::_ Cj () --Cj Ci:::: () "'C L, -. II ' I -< I 0 I \', \ ,-~-0 ..,J \ ?, I,• SANITARY AND WATER EASEMENT-=-.. PER DOCUMENT NO. 30100 ''\', £AST LIN£ OF TH£ KE"ST -, \ \ 180.00 F££T OF TH£ N.£ \ Ill I '\ 1/4 OF TH£ N.W. 1/4 \ 'j'" 1 '\ (588"48'14£) \ 1 _,_ ~- 588'48'20"£ \I I '1=2'48'40-;;- 25. 00""«"-----~ I R=1018.89 J ' -I 49 99 ..,,___ --l . -,~--_.,......, ____ _ SOUTHEAST CORNER OF TH£ NORTH-" I j_ I R=1018.89 530.00 F££T OF TH£ KE"ST 180.00 ~ ~2":J2'44" F££T OF TH£ N.£ 1/4 OF TH£ N. W. 1/4 , --- ~ EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • -PHONE: (612) 466-3300 ----------• WWW.Ef'NSU-RVEY.COM Egan, Field 6-Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATI0NS.dwg SHEET1 OF2 237 EASEMENT VACATION EXHIBIT A vacation of a 30 foot easement for sanitary sewer and water purposes over that part of the following described property embraced within Lot 1, Block 1, FRONTIER CINEMA ADDITION, according to the recorded plat thereof, Carver County, Minnesota: All that part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at a point 597 feet West and 33 feet South of the Northeast corner of the Northeast Quarter of the Northwest Quarter of said Section 13; thence South at right angles to the North line of said section 155.0 feet; thence East at right angles 35.0 feet; thence South and parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 214.0 feet; thence West parallel with the North line of said section a distance of 108.6 feet to the West line of the Eat Half of the Northeast Quarter of the Northwest Quarter of said section 13; thence south along the last described line 200 feet to the North line of the main right-of-way of the Chicago, Milwaukee, St. Paul & Pacific Railway; thence southwesterly along said Northerly right of way line to a point 181.8 feet Easterly of the West line of the Northeast Quarter of the Northwest Quarter of said section 13 measured along said Northerly right of way line; thence North parallel to and 180 feet East of said West line of the Northeast Quarter of the Northwest Quarter of said section 13 for a distance of 682.85 feet to a point 33 feet south of the North line of said section 13, to the point of beginning, excepting therefrom the following described tract of land, to wit: all that part of the Northeast Quarter of the Northwest Quarter of said section 13; described as follows: beginning at a point 597 feet West and 33 feet south of the Northeast corner of the Northeast Quarter of the Northwest Quarter of said section 13; thence south at right angles to the North line of said section 369 feet, more or less, to the North line of the right of way of the Chicago, Milwaukee, St. Paul & pacific railway; thence West along said North right of way line and Westerly extension thereof 258.1 feet; thence North and parallel with the West line of the Northeast Quarter of the Northwest Quarter 369 feet to a point 33 feet south of the North line of said Section 13, 263.18 feet to the point of beginning The center line of said easement is described as follows: Commencing at the southeast corner of the North 530.00 feet of the West 180.00 feet of the Northeast Quarter of the Northwest Quarter of said Section 13; thence on a assumed bearing of North 88 degrees 48 minutes 14 seconds West, parallel with the North line of the Northwest Quarter of said Section 13, a distance of 25.00 feet to the beginning of the centerline to be described; thence South 88 degrees 48 minutes 14 seconds East a distance of 25.00 feet; thence Easterly a distance of 49.99 feet along a tangential curve concave to the south having a radius of 1018.89 feet and a central angle of 2 degrees 48 minutes 40 seconds; thence South 85 degrees 59 minutes 34 seconds East a distance of 236.85 feet; thence Easterly a distance of 49. 73 feet along a tangential curve concave to the north having a radius of 194.79 feet and a central angle of 14 degrees 37 minutes 27 seconds; thence North 79 degrees 22 minutes 49 seconds East a distance of 128.05 feet; thence Easterly a distance of 49.04 feet along a tangential curve concave to the south having a radius of 102.43 feet and a central angle of 27 degrees 25 minutes 53 seconds; thence South 73 degrees 11 minutes 18 seconds East a distance of 50.00 feet and said centerline there terminating. EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET2OF2 238 No·o3•2onw--... EASEMENT VACATION EXHIBIT ' 20.64 ', 102.01 N89"56'40"E--', 18.51 ', ' C) ~ ....: ~ ~ It C) ~ "') p C) <: WEST UN£ OF LOT 1, BLOCK 1,-.. FRONTIER CINEMA ADDITION \ ' ' ' ~ <: Ci:: () "'C I uj ..,._ -- <~ --~- ~-I uj -- ~ -~ (::) <: ..::_ () --(::) C. ) Ci:: "'( L1 • II \ I ,< \/.... 0 \ \ ,~ •· 0 ..J I 0 \." NORTH LINE OF THE SOUTH-, 45. 00 FEET OF THE OF THE NORTH 552.50 FEET OF THE \ N.£. 1/4 OF THE N. W. 1/4 \ ________ -1_ EAST UN£ OF THE WEST .... -I 180.00 FEET OF THE N.£. \ I 1/4 OF THE N. W. 1/4 \.; SANITARY SEWER AND 'J WATERMAIN EASEMENT PER DOCUMENT NO. A219252 I SOUTH LINE OF THE NORTH-I 552.50 FEET OF THEN.£. \ _ __!/4 O!_ THE N.W. 1/4_ ~-___ I S89"53'01 nw 147.91 ~ 0) ~ (\I - }i-1 ~ ~ ~ --S15"52 13711£ .,,.,,. / 29.93 ,, ---544 ·54 103 11£ .,,..,,. ""' 27.40 EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET1 OF2 239 EASEMENT VACATION EXHIBIT Vacation of a permanent easement for sanitary sewer and water main purposes over, under, and across the following described property: That part of Lot 1, Block I. Frontier Cinema Addition, Carver County, Minnesota, according to the recorded plat thereof, described as follows: That part of the south 45.00 feet of the north 552.50 feet of the west 180.00 feet of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota. that lies east of the west line of said Lot 1. EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET2OF2 240 EASEMENT VACATION EXHIBIT ,-TH£ NORTHWEST CORNER OF I BLOOMBERG ADDIT10N / (P.O.B.) ,-NORTH LIN£ OF OUTLOT A, ,' BLOOMBERG ADDIT10N I N88"06'20"W 270.00 ~(r--.,-:s;8~8;V;6~~;0~~~,,---~~~~~-~~~---~------~-- • j_ 10.00 ,,...--..UTILITY EASEMENT PER PLAT OF BLOOMBERG ADDITION--------~~ I ~-..L __________________ -----I kl ~~ 1,/-\ ...... '--N1"5.J'40"£ S88V6~0"£ 210.25 ~ -, -i 0 c c , 1 7.00 • I 1°-"" r-,, (/) 1 I, • ~ CC 10 I<) ~ ...... \ I' '-S88"06'20"£ ,( -""~I 110 !O i::: I 2000 1 l<)I() ,_ ci I \ ' 0 ---ll'l"I-,-~-~ , I '-s1 "5.J'4o"w-< \.. lij , ~ 110 1.00 n •j ' ___ ___ __J L_J !!:I~ 1 ~ u , 20.00 • ~ I S88V6'20"£ -~~ 1- iil ~:e:Q I '«o; 010"'5 ~ ........ ,,01 1=;.... ~ ,, Q:: ._, 6 "' I½ ~ I~ ~ I~ ::;j .... I ~ I I ,---sa9·55•4o"w I , 20.00 I I_L ~ 1cc c~ I~ s3 r-r c ~'\ ~ , ....... C5 I L /I 1\ n V n u n V n u A A IV/ I I , ....... L-J T I . I I I [:) I \ " I n V /\ I / " I co \. .. N89"56'40"£ I~½ 20.00 N0"0.J'20"W--, ,... 12.00 ', I"" 5 , ~ S89"56'40"W 2.31. 75 1 L,-----------------------y \ , N89"56'40"£ 251. 75 ' \ ', \ ' \ I '-. -.l-,UllUTY EASEMENT PER PLAT \ '-SOUTH UN£ OF BLOOMBERG ADDIT10N OF BLOOMBERG ADDITION EASEMENT VACATION EXHIBIT FOR: EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 Kimley Horn & Associates, Inc. SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 • PHONE: (612) 466-3300 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET1 OF2 241 EASEMENT VACATION EXHIBIT Vacation of a permanent easement for Utility purposes over, under, and across that part of Outlot A and Lot 1, Block 1, Bloomberg Addition that is described as follows: Beginning at the Northwest corner of said Outlot A; thence South O degrees 58 minutes 20 seconds West, assumed bearing, along the West line of said Outlot A, a distance of 52.08 feet; thence 93.75 feet along said west line on a tangential curve concave to the northwest having a radius of 526.34 feet and a central angle of 10 degrees 12 minutes 19 seconds; thence South 00 degrees 03 minutes 20 seconds East, not tangent to last said curve, a distance of 114.52 feet to the South line of Bloomberg Addition; thence North 89 degrees 56 minutes 40 seconds East, along said South line, a distance of 251.69 feet; thence North 00 degrees 03 minutes 20 seconds West, a distance of 12.00 feet; thence South 89 degrees 56 minutes 40 seconds West, a distance of 231.75 feet; thence North 00 degrees 03 minutes 20 seconds West, a distance of 41.00 feet; thence North 89 degrees 56 minutes 40 seconds East, a distance of 20.00 feet; thence North 00 degrees 03 minutes 20 seconds West, a distance of 20.00 feet; thence South 89 degrees 56 minutes 40 seconds West, a distance of 20.00 feet; thence North 00 degrees 03 minutes 20 seconds West, a distance of 166.36 feet; thence South 88 degrees 06 minutes 20 seconds East, a distance of 10.00 feet; thence South 01 degree 53 minutes 40 seconds West, a distance of 7.00 feet; thence South 88 degrees 06 minutes 20 seconds East, a distance of 20.00 feet; thence North 01 degree 53 minutes 40 seconds East, a distance of 7.00 feet; thence South 88 degrees 06 minutes 20 seconds East, a distance of 210.25 feet; thence South 01 degree 53 minutes 40 seconds West, a distance of 45.00 feet; thence South 88 degrees 06 minutes 20 seconds East, a distance of 20.00 feet; thence North 01 degree 53 minutes 40 seconds East, a distance of 65.00 feet to the north line of said Outlot A; thence North 88 degrees 06 minutes 20 seconds West, along said north line, a distance of 270.00 feet to the Point Of Beginning. EASEMENT VACATION EXHIBIT FOR: Kimley Horn & Associates, Inc. EN 475 Old Highway 8 NW, Suite 200 r New Brighton, Minnesota 55112 • PHONE: (612) 466-3300 SITE LOCATION: 570 Market Street Chanhassen, Minnesota 55317 ----------• WWW.Ef'NSURVEY.COM Egan, Field 6 Nowak, Inc. coPYRIGHre> 2024 e1 EGAN, FIELD"' NowAK, 1Nc. land surveyors since 1B72 FILE NO. 5889 DRAWINGNAME: 41449 EASEMENT VACATIONS.dwg SHEET2OF2 242 City Council Item September 9, 2024 Item Resolution 2024-XX; Approve an intersection control measure or an improved pedestrian crossing on Minnewashta Parkway at Kings Road File No.N/A Item No: G.1 Agenda Section GENERAL BUSINESS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution that authorizes adding stops signs on Minnewashta Parkway at the Kings Road intersection." OR "The Chanhassen City Council approves a resolution that authorizes a pedestrian crossing improvement on Minnewashta Parkway at the Kings Road intersection." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY There are multiple options for consideration concerning the appropriate and/or desired strategy for pedestrian safety and traffic control at this intersection. BACKGROUND This item was discussed at both the August 12 and August 26, 2024 City Council meetings, but a decision failed to receive a majority vote. 243 DISCUSSION See attached memo for background information and review of options for consideration. BUDGET N/A RECOMMENDATION Staff does not have a formal recommendation as they feel any of the suggested improvements will be a good step forward in achieving the safety need and desires of the residents. ATTACHMENTS Resolution 2024-XX; Pedestrian Crossing on Minnewashta Pkwy at Kings Road Resolution 2024-XX; Stop Sign at Minnewashta Pkwy Memo - Minnewashta Pkwy and Kings Road Intersection Staff Report 244 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 26, 2024 RESOLUTION NO:2024- MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING IMPLEMENTATION OF A PEDESTRIAN CROSSING IMPROVEMENT ON MINNEWASHTA PARKWAY AT THE INTERSECTION OF KINGS ROAD WHEREAS, the City desires to provide a safe and effective system for all transportation modes within Chanhassen; and WHEREAS, the intersection of Minnewashta Parkway and Kings Road is in immediate proximity to a public park, a public beach, and a public trail, which at times see a high volume of pedestrian traffic crossing Minnewashta Parkway; and WHEREAS,Minnewashta Parkway being a Collector roadway sees a high volume of vehicular traffic, therefore creating challenges for pedestrians to cross safely at this location. . NOW, THEREFORE, BE IT RESOLVED by the Chanhassen City Council that the Public Works Department is authorized to install an improved pedestrian crossing project on Minnewashta Parkway at the intersection with Kings Road. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of August 2024. ATTEST: Jenny Potter Elise Ryan, Mayor YES NO ABSENT 245 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 26, 2024 RESOLUTION NO:2024-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING PLACEMENT OF A STOP SIGN ON MINNEWASHTA PARKWAY IN BOTH DIRECTIONS AT THE INTERSECTION OF KINGS ROAD WHEREAS, pursuant to Minnesota Statutes §169.06 and City Code section 12-12, the City has the authority to establish a stop intersection within the City; and WHEREAS, the City desires to provide a safe and effective system for all transportation modes within Chanhassen; and WHEREAS, the intersection of Minnewashta Parkway and Kings Road is in immediate proximity to a public park, a public beach, and a public trail, which at times see a high volume of pedestrian traffic crossing Minnewashta Parkway; and WHEREAS,Minnewashta Parkway being a Collector roadway sees a high volume of vehicular traffic, therefore creating challenges for pedestrians to cross safely at this location. NOW, THEREFORE, BE IT RESOLVED by the Chanhassen City Council that the Public Works Department is authorized to install a stop sign along both directions of Minnewashta Parkway at the intersection with Kings Road. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of August 2024. ATTEST: Jenny Potter Elise Ryan, Mayor YES NO ABSENT 246 Memorandum To: Laurie Hokkanen, City Manager From: Charlie Howley, Public Works Director/City Engineer Date: 8/21/2024 Re: Traffic and Pedestrian control measures at the Minnewashta Parkway and Kings Road intersection BACKGROUND Since the inception of the AATP Highway 5 Improvement Project concept was introduced in 2020, there has been some public opposition to where the new Arboretum entrance will be located on Hwy 5 (proposed to be located at the existing intersection of Hwy 5 and Minnewashta Parkway). The public opposition primarily revolves around existing traffic patterns and pedestrian safety the Minnewashta Parkway corridor, and the fear that the proposed Hwy 5 project, once completed, will make an already unsafe condition worse. One of the most consistent requests of the public is to add stop signs on Minnewashta Parkway at the intersection with Kings Road. The existing condition is a standard three-legged intersection with no stop control on the Parkway, and a stop sign on Kings Road. The public opinion being submitted is that by adding stop signs on the Parkway, it will slow vehicles down along the corridor, will provide a safe pedestrian crossing at the intersection, and that it will be a deterrent to future vehicles from using the Parkway as a shorter way to access the Arboretum. EVALUATION OF OPTIONS To help understand the options at his intersection, staff has put together a matrix that compares the pros and cons of the various strategies. See next page. 247 Installation Cost Implementation Timeframe Applicable to Future Development Conditions Public Support Supports Goal - Improved Crossing Safety Supports Goal - Corridor Speed Reduction Supports Goal - Vehicular Traffic Volume Mitigation Meets Engineering Guidance Average Rank 1 Keep Existing Conditions -$ 10 10 3 5 1 1 5 5.0 5 2 Add Stop Signs 300$ 9 10 8 3 4 3 1 5.4 4 3 Add Enhanced Bollards & Median Striping 5,000$ 8 10 5 6 7 2 9 6.7 1 4 Add RRFB Pedestrian Flasher 40,000$ 6 10 6 8 3 2 8 6.1 2 5 Construct Mini-Roundabout 740,000$ 1 10 3 9 10 3 7 6.1 2 Treatment Minnewashta Parkway and Kings Road Intersection Notes: 1. Low score (1) means not advantageous, High score (10) means advantagous 2. Treatments 2 & 4 should not be combined per MUTCD standards 3. Treatments 4 & 5 could be combined 248 SUPPORTING DATA Attached to this memo is supporting information about the traffic impacts concerning potential future development to the west along with concept designs of Options 3, 4 & 5. RECOMMENDATION Based on the matrix, there are no wrong solutions, but it seems as if there are multiple strategies that could reasonably be selected as the improvement to make. It’s safe to assume that a do- nothing option is not the best approach to take. Staff’s position is one of short term vs. long term. In the short term, Option 3, which is introducing a striped median with plastic bollards, appears to be the best suited solution. In the long term, the City could consider adding an RRFB at a minimum; but could review how the Hwy 5 project actually affects the corridor dynamics and, if appropriate, could budget for the installation of a mini-roundabout at the intersection. 249 From:Mike Larson To:Howley, Charles; Bender, George Cc:Eric Johnson Subject:RE: Minnewashta Parkway - Next Steps Date:Tuesday, August 20, 2024 9:39:15 AM Attachments:image011.png image012.png image013.png image014.png image015.png image016.png image017.png image018.png image001.png Minnewashta & Kings 2024 Warrants_Plus Trip Gen.pdf Charlie, We’ve taken a look at this and can provide the following info: We’ve assumed 163 households will be built at the west end of Kings Rd near Mill Creek Ln and that all of these trips will use Kings Rd to Minnewashta Pkwy for access (none using Leslee Curve to TH 7). The table below shows the trip generation potential for a development of this size according to ITE Trip Generation, 7th Edition After routing these trips through the Kings Rd at Minnewashta Pkwy intersection, we meet 0 of 8 hours required for all-way stop warrants (see attached) To give you an idea of how this added traffic would impact traffic delays at the sidestreet stop controlled Kings Rd at Minnewashta Pkwy intersection, we’ve ran some Highway Capacity Manual calculations to determine those sidestreet delays: Scenario AM Peak Average Delay/Vehicle (sec.) - LOS PM Peak Average Delay/Vehicle (sec.) - LOS Existing 9.3 - A 9.6 - A Existing + Added Homes 10.3 - B 10.9 - B Summary – 163 added homes does add a notable amount of traffic in comparison to the existing Kings Rd and Minnewashta Pkwy volumes. However, the existing roadways and intersection traffic control have sufficient capacity to serve these added trips efficiently. Vehicular volume warrants for all-way stop remains unsatisfied with these added trips. Let us know if you have any questions or need anything else with this. Mike Larson, P.E., PTOE Senior Transportation Project Engineer - Associate Bolton & Menk, Inc. Mobile: 952-220-4561 250 CONCRETE CURB AND GUTTER CONCRETE SIDEWALK TRUNCATED DOMES CONCRETE MEDIAN GRASSED MEDIAN DRAINAGE FLOW ARROW PROPOSED CATCH BASIN/ PROPOSED MANHOLE LEGEND PROPOSED STORM PIPE PROPOSED PAVEMENT/CURB MARKINGS PROPOSED REFLECTIVE DELINEATORS EXISTING LIGHTING PEDESTRIAN CROSSING IMPROVEMENTS CITY PROJECT NO. 24-09 NORTH MINNEWASHTA PARKWAY AND KINGS ROAD - LOW IMPACT CURRENT ADT: XXXX VPD *MINIMUM TREATMENT REQUIRED: TYPE A *SOURCE: "FHWA: GUIDE FOR IMPROVING PEDESTRIAN SAFETY AT UNCONTROLLED CROSSING LOCATIONS, JULY 2018"K:\TCW_Civil\City\CHANHASSEN\24-09 PEDESTRIAN CROSSING IMPROVEMENTS\CAD\Plan Sheets\Exhibits\Chan24-09-Ped-Ramp-Concepts.dwg February 26, 2024 - 11:49am251 CONCRETE CURB AND GUTTER CONCRETE SIDEWALK TRUNCATED DOMES CONCRETE MEDIAN GRASSED MEDIAN DRAINAGE FLOW ARROW PROPOSED CATCH BASIN/ PROPOSED MANHOLE LEGEND PROPOSED STORM PIPE PROPOSED PAVEMENT/CURB MARKINGS PROPOSED REFLECTIVE DELINEATORS EXISTING LIGHTING PEDESTRIAN CROSSING IMPROVEMENTS CITY PROJECT NO. 24-09 NORTH MINNEWASHTA PARKWAY AND KINGS ROAD - MEDIUM IMPACT CURRENT ADT: XXXX VPD *MINIMUM TREATMENT REQUIRED: TYPE A *SOURCE: "FHWA: GUIDE FOR IMPROVING PEDESTRIAN SAFETY AT UNCONTROLLED CROSSING LOCATIONS, JULY 2018"K:\TCW_Civil\City\CHANHASSEN\24-09 PEDESTRIAN CROSSING IMPROVEMENTS\CAD\Plan Sheets\Exhibits\Chan24-09-Ped-Ramp-Concepts.dwg February 26, 2024 - 11:49am252 CONCRETE CURB AND GUTTER CONCRETE SIDEWALK TRUNCATED DOMES CONCRETE MEDIAN GRASSED MEDIAN DRAINAGE FLOW ARROW PROPOSED CATCH BASIN/ PROPOSED MANHOLE LEGEND PROPOSED STORM PIPE PROPOSED PAVEMENT/CURB MARKINGS PROPOSED REFLECTIVE DELINEATORS EXISTING LIGHTING PEDESTRIAN CROSSING IMPROVEMENTS CITY PROJECT NO. 24-09 NORTH MINNEWASHTA PARKWAY AND KINGS ROAD - HIGH IMPACT CURRENT ADT: XXXX VPD *MINIMUM TREATMENT REQUIRED: TYPE A K:\TCW_Civil\City\CHANHASSEN\24-09 PEDESTRIAN CROSSING IMPROVEMENTS\CAD\Plan Sheets\Exhibits\Chan24-09-Ped-Ramp-Concepts.dwg February 26, 2024 - 11:49am253 City Council Item August 12, 2024 Item Resolution 2024-XX; Approve installation of stop signs on Minnewashta Parkway at Kings Road File No.N/A Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves a resolution that authorizes adding stop signs on Minnewashta Parkway at the Kings Road intersection." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY Consideration of adding stop signs on Minnewashta Parkway at Kings Road. BACKGROUND N/A DISCUSSION There is tremendous interest from the local community to install permanent stop signs on Minnewashta Parkway at the intersection of Kings Road. This location is unique and could reasonably be seen as a candidate for a stop sign. The unique circumstances include: 254 The proximity of the existing trail and therefore pedestrians and bikers relative to the road This intersection is the main crossing point from the west side of Minnewashta Parkway to the east side in proximity of Roundhouse Park The location of the public beach and fishing pier, which has no vehicular parking and therefore all access is by foot or bike Seasonally high pedestrian volumes The potential influx of vehicular traffic on the Parkway due to the Highway 5 Improvement project The stop signs would be standard size (30'x30") and installed on the back side of the adjacent trail, including a red reflective strip on the posts. The signs could be installed within a couple of days of approval by the City Council. Alternate options for a blinking style are as follows: 1. Continuous blinking, battery powered, ~$2000ea, 2-week lead time 2. Radar triggered blinking, solar powered, ~$5000ea, 6-week lead time (similar to what's at Lake Dr/Dakota by McDonalds) BUDGET The cost to furnish and install the standard signs is immaterial and can be absorbed in the Public Works annual operating budget. Blinking signs would put our line item over budget. RECOMMENDATION From strictly an Engineering standpoint, the data currently available does not provide justification to support the installation of a stop sign at this location. There is, however, other justifications supporting the installation such as: The potential increase in traffic volume resulting from the upcoming Hwy 5 Improvement project The proximity to a public park, a public beach, and a public trail Forthcoming updated data collection of pedestrian counts at this intersection (currently being collected) The theoretical implications to vehicle navigation applications as a strategy to reroute shortest routes Therefore, it's reasonable to support the installation of the stop signs at this location. ATTACHMENTS Resolution 2024-XX; Stop Sign at Minnewashta Pkwy 255 City Council Item September 9, 2024 Item Preliminary 2025 Levy and General Fund Budget File No.Item No: G.2 Agenda Section GENERAL BUSINESS Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the resolution for the Preliminary 2025 Levy and General Fund Budget." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION Staff will review the 2025 preliminary General Fund budget and review options for the preliminary 2025 levy. Council's goal has been to adopt a preliminary levy at the September 9, 2024, City Council meeting. If more time is needed, the preliminary levy can be adopted at the September 23, 2024, City Council meeting. The Council will also set the date for the Truth in Taxation Public Meeting at the September 9, 2024, City Council meeting. This date, time, and location for this meeting must be announced publicly at the meeting. Staff recommends holding the Truth in Taxation Public Meeting on Monday, December 9, 256 2024, at 7:00 p.m. at Chanhassen City Hall. BUDGET RECOMMENDATION ATTACHMENTS Resolution Adopting Pay 2025 Levy and Setting Public Meeting Date Memo - Preliminary 2025 Budget and Levy Discussion September 9, 2024 257 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: September 9, 2024 RESOLUTION NO: 2024-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING THE PRELIMINARY 2024 TAX LEVY, COLLECTIBLE IN 2025, AND ESTABLISHING THE TRUTH-IN-TAXATION PUBLIC MEETING DATE WHEREAS, the City Council is required to adopt a preliminary maximum tax levy by September 30 and certify the levy to the County for the purposes of preparing the Truth-in-Taxation notices mailed to property owners in the City of Chanhassen; and WHEREAS, the City Council has examined the preliminary budgetary and tax levy needs for the City of Chanhassen for the calendar year 2025 through budget meetings; and WHEREAS, the City Council will continue to examine the budget and tax levy needs through budget meetings prior to the adoption of the final budget and levy; and WHEREAS, the City Council has examined the debt service levy need for the 2016A bonds, which have a scheduled levy of $487,410, and has determined that a levy of $190,000 is adequate given the projected cash balance in the debt service fund for those bonds; and WHEREAS, the City Council has examined the debt service levy need for the 2024A bonds, which have a scheduled levy of $1,114,550.79, and has determined that a levy of $875,000 is adequate given the projected cash balance in the debt service fund for those bonds; and WHEREAS, the City Council is required to hold a Truth-in-Taxation public meeting between the dates of November 25 and December 28. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the preliminary levy to be levied in 2024 upon the taxable property in the City of Chanhassen for collection in the year 2025 for the following purposes and in the following amounts: Fund Pay 2025 Levy Amount General $12,270,000 Fleet & Equipment 705,000 Facilities 170,000 Pavement Management Program 1,000,000 Transportation Infrastructure Management 240,000 PW Facility Debt Service (2016A Bonds)190,000 Civic Campus Debt Service (2024A Bonds)875,000 TOTAL PRELIMINARY LEVY $15,450,000 BE IT FURTHER RESOLVED that the City of Chanhassen authorizes the Treasurer to certify the preliminary levy to the County Auditor for preparation of the Truth-in-Taxation notices, as set forth in the Preliminary Tax Levy Certification document; and 258 BE IT FURTHER RESOLVED that the City Council has scheduled the Council Meeting on December 9 at 7:00 p.m. for the Truth-in-Taxation public meeting to discuss the budget and levy, allow public comment, and adopt the final 2025 budget and levy. PASSED AND ADOPTED by the Chanhassen City Council this 9thday of September2024. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 259 1 Date: September 9, 2024 To:Mayor and Council Members From: Kelly Grinnell, Finance Director Re:Preliminary 2025 Budget & Levy Discussion 2025 General Fund Budget The city council has met twice in work session to review the 2025 preliminary General Fund budget. Since the June and August work sessions staff has continued to refine the 2025 General Fund budget. There were several items pending that are now known. Staff has also incorporated some of the options discussed at the last work session for the budget surplus. Wages and Benefits The current union contract is in effect through 2025. The contract calls for a 3% COLA for union employees, therefore a 3% COLA would be budgeted for all FTEs. A survey of metro area comparable and neighboring cities found an average of 3.23% for a COLA. Eligible employees will also receive a step increase of 3%. The City issued an RFP for health insurance this year (this is required by state statute every five years). The results of the RFP were very favorable, with our current provider offering the best proposal with a 5% reduction in premium. We had originally budgeted a 10% increase and have $30,000 in assigned fund balance (if premiums were significantly higher than expected). For 2026, our current provider is offering a 15% maximum rate increase, so staff recommends keeping $30,000 in assigned fund balance for 2026. There is currently a vacant position for a Senior Planner and staff has budgeted to replace this position with a Facilities Maintenance Technician position. Staff is also tentatively recommending adding a Parks Maintenance Operator position on July 1, 2025. This adds approximately $50,000 to the budget. Staff will provide metrics on the need for this position at a future meeting. With these changes, the overall wages and benefits portion of the 2025 General Fund budget is increasing by 2.0%, or $173,498, from $8,532,155 to $8,705,653. Other Expenses Other expenses for the 2025 General Fund budget are expected to increase 5.7%, from $7,121,196 to $7,528,215. Some of the significant changes include: AI Madison Software - $25,000 No election in 2025 – decrease in budget from 2024 of $33,000 Carver County Sheriff’s Contract – up $171,448, a 6.9% increase, compared to 12.5% in 2024 and 8.4% in 2023 There is no required municipal contribution to the Fire Relief Association – In June we had $50,000 included Wildlife population management - $10,000 budgeted – this amount will likely increase in future years, as the city will be limited in what can be done in 2025 due to regulations Lifeguard Contract - $40,000 is included, but may not be needed – staff will review how the season at Lake Ann went without lifeguards in 2024 and make a recommendation to council 260 2 Solar Garden rate credits – due to rate change from MN Public Utilities Commission we will likely lose most of our credit, which is about $46,200 among all funds for 2025. The change takes effect in April 2025. The impact on the General Fund is about $19,000 for 2025 and $34,000 for 2026. Other funds affected include the Water and Sewer Funds. The impact on the Water Fund is about $19,000 for 2025 and $31,000 for 2026. The impact on the Sewer Fund is about $8,000 for 2025 and $14,000 for 2026. Overall Expenses Total expenses for the current draft of the 2025 General Fund budget are $16,233,867, up 3.7%, or $580,518, compared to $15,653,350 for 2024. Revenues Total revenues for the current draft of the 2025 General Fund budget are $16,244,100, up 3.2%, or $500,750, compared to $15,743,350 for 2024. Most of the increase is due to a 3.5% increase in the General Fund levy, which adds $419,000. Fire aid is expected to increase by $40,000. Investment income is projected to increase by $50,000. Budget Surplus The current budget draft shows a budget surplus of about $10,000, compared to a $74,000 surplus in August. Staff presented four options for use of the surplus in August and has incorporated the following: Option Suggestion on 8/26/2024 Current Recommendation 1 Reduce General Fund levy by $74K, lowers property tax levy increase from 7.1% to 6.6% Reduce General Fund levy by $55K, increase Capital Vehicle & Equipment fund levy by $27K, lowers property tax levy increase from 7.1% to 6.90% 2 Add a contingency line item to the budget for $74K Contingency of $25K added – provides flexibility for unexpected opportunities or expenses 3 Add an FTE – Parks Maintenance Operator to start 7/1/2025 Added an FTE – Parks Maintenance Operator to start 7/1/2025 - $50K 4 Reduce General Fund levy by $74K, but increase Capital Vehicle & Equipment fund levy by $74K Reduce General Fund levy by $55K, increase Capital Vehicle & Equipment fund levy by $27K, lowers property tax levy increase from 7.1% to 6.90% 2025 Other Funds The City has several other budgeted funds, including special revenue funds and capital project funds. Staff is working on updates to the Capital Improvement Plan (CIP) for 2025-2029 and adding projections for 2030-2034. The 2025-2029 CIP will be presented at a future work session. The City has three Enterprise (or Utility) Funds: Water, Sewer, and Storm Water. These funds do not have a property tax levy and are operated like a business, with user fees set to cover operating, capital, and debt expenses. Budgets for these funds will be considered in the fall. Property Tax Levy Projections The projected 2025 levy has decreased from the 7.4% increase projected in December and the 7.1% increase projected in August to a 6.9% increase. The levy projections include new debt service for the Civic Campus and with the potential addition of debt for the Chanhassen Bluffs Recreation Center: 261 3 Comparison to Other Cities Staff has reached out to neighboring and comparably sized metro communities to survey their projected levy increases. The chart below shows Chanhassen is in the bottom third for increases. Impact on Property Tax Market Values for Pay 2025 Homestead Market Value Exclusion (HMVE) Increased The 2023 MN State legislature increased the market value exclusion for homeowners. The HMVE decreases property taxes on lower-valued owner-occupied homes. Beginning with taxes payable in 2025, the HMVE exclusion increased from $413,800 to $517,200. The increase in the HMVE slightly decreases tax capacity for the City and slightly higher property taxes for higher valued homes and commercial/industrial properties. Projected Property Tax Increases for Various Properties 262 4 The table below shows projected property tax increases for various residential properties.The impact to Home A is lower due to the HMVE change described above.Homeowners with a taxable market value of $360,000 or less would see an increase of less than $2 per month. The table below shows projected property tax increases for two commercial/industrial properties. The impact to these properties is greater than the impact to residential properties due to the projected higher increase in market value. Residential properties increased in value by about 1.07% compared to the 5.16% increase in commercial/industrial properties. Next Steps The council is required to adopt a preliminary tax levy by September 30 of each year and hold a Truth in Taxation public meeting prior to adopting a final levy and budget before the end of the calendar year. Due to council member schedules, the plan is to adopt preliminary tax levy at the council meeting tonight. If necessary, the preliminary tax levy can be adopted at the September 23, 2024, meeting. The council also needs to schedule the Truth in Taxation public meeting. Staff recommends the council schedule this meeting for Monday, December 9, 2024, at 7:00 p.m. 263 City Council Item September 9, 2024 Item Quarterly Financial Report File No.Item No: I.1 Agenda Section ADMINISTRATIVE PRESENTATIONS Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Financial Sustainability SUMMARY Second Quarter Financial Report BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 264 Quarterly Financial Report 2024 Quarter 2 265 CITY OF CHANHASSEN QUARTERLY FINANCIAL REPORT For the Quarter Ending June 30, 2024 266 Fund Actual Thru Qtr 2 2024 Budget Thru Qtr 2 2024 Annual Budget Budget Remaining Percent Received or Expended Comment Revenues Property Taxes 5,455,449$ 5,451,460$ 11,851,000$ 6,395,551$ 46.0%Tax Settlements: June/July & December Franchise Fees 36,893$ 36,250$ 145,000$ 108,107$ 25.4% Licenses & Permits 1,214,361$ 843,250$ 1,582,500$ 368,139$ 76.7% Intergovernmental 3,450$ -$ 466,000$ 462,550$ 0.7% Charges for Services 316,947$ 327,175$ 654,350$ 337,403$ 48.4% Fines and Forfeits 31,712$ 29,167$ 70,000$ 38,288$ 45.3% Investment Income 154,065$ 137,500$ 275,000$ 120,935$ 56.0% Other Income 222,652$ 184,750$ 369,500$ 146,848$ 60.3% Total Revenues 7,435,529$ 7,009,552$ 15,413,350$ 7,977,821$ 48.2% Expenditures General Government Council 57,836$ 73,058$ 146,116$ 88,280$ 39.6% Administration 342,290$ 298,745$ 716,987$ 374,697$ 47.7% Economic Development 89,776$ 79,326$ 190,383$ 100,607$ 47.2% Communications 160,042$ 173,438$ 416,251$ 256,209$ 38.4% Finance 189,806$ 191,458$ 382,915$ 193,109$ 49.6% Contracted Central Services 74,645$ 91,667$ 402,000$ 327,355$ 18.6%Legal & Property/Liability Insurance IT 273,098$ 375,555$ 751,110$ 478,012$ 36.4% City Hall Facility 238,972$ 213,394$ 380,145$ 141,173$ 62.9% Elections 18,610$ 16,000$ 48,000$ 29,390$ 38.8% Library Facility 46,888$ 62,166$ 149,198$ 102,310$ 31.4% Total General Government 1,491,963$ 1,574,806$ 3,583,105$ 2,091,142$ 41.6% Public Safety Police 29,143$ 25,000$ 2,440,401$ 2,411,258$ 1.2%Pay Carver County in June & November Fire Prevention & Administration 768,114$ 759,993$ 1,519,985$ 751,871$ 50.5% Fire Duty Crews & Paid-On-Call 106,788$ 129,639$ 541,134$ 434,346$ 19.7% Building Inspections 451,710$ 469,267$ 938,534$ 486,824$ 48.1% Total Public Safety 1,355,755$ 1,383,899$ 5,440,054$ 4,084,299$ 24.9% Public Works Engineering 298,821$ 296,036$ 645,897$ 347,076$ 46.3% GIS 31,580$ 38,076$ 83,074$ 51,494$ 38.0% PW Adminstration & Facility 71,993$ 76,135$ 166,113$ 94,120$ 43.3% Street Maintenance 454,831$ 490,084$ 1,176,201$ 721,370$ 38.7% Street Lighting & Signals 176,612$ 223,965$ 537,515$ 360,903$ 32.9% Fleet 185,382$ 226,324$ 493,797$ 308,415$ 37.5% Total Public Works 1,219,219$ 1,350,619$ 3,102,597$ 1,883,378$ 39.3% Community Development 313,381.00$ 303,521.00$ 607,042$ 293,661$ 51.6% Parks & Recreation Park & Rec Administration 92,713.00$ 92,753.38$ 202,371$ 109,658$ 45.8% Recreation Center 229,289.00$ 211,827.00$ 462,168$ 232,879$ 49.6% Lake Ann Park Operations 19,685.00$ 19,350.83$ 92,884$ 73,199$ 21.2% Park Maintenance 622,975.00$ 607,207.50$ 1,457,298$ 834,323$ 42.7% Senior Center 78,084.00$ 69,285.79$ 151,169$ 73,085$ 51.7% Recreation Programs & Events 170,643.00$ 184,887.33$ 554,662$ 384,019$ 30.8% Total Parks & Recreation 1,213,389.00$ 1,185,311.83$ 2,920,552$ 1,707,163$ 41.5% Total Expenditures 5,593,707$ 5,798,156$ 15,653,350$ 10,059,643$ 35.7% Revenues Over/(Under) Expenditures 1,841,822$ 1,211,396$ (240,000)$ (2,081,822)$ Operating Transfers In -$ -$ 330,000$ 330,000$ Net Change in Fund Balance 1,841,822$ 1,211,396$ 90,000$ (1,751,822)$ Page 1 CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - GENERAL FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2024 267 CITY OF CHANHASSEN BUILDING INSPECTIONS DEPARTMENT REVENUE THRU 2ND QUARTER 2024 COMPARED TO BUDGET AND 2023 Page 2 JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC Plumbing Fees $8,091 $38,339 $11,513 $15,649 $23,126 $12,359 Mechanical Fees $12,349 $8,094 $22,377 $8,367 $22,510 $12,944 Plan Check Fees $73,894 $95,950 $19,763 $28,579 $73,390 $49,427 Building Permit Fees $118,157 $121,949 $48,900 $43,235 $115,383 $81,651 TOTAL REVENUE $212,491 $264,332 $102,553 $95,830 $234,409 $156,381 $- $- $- $- $- $- 2024 BUDGETED REVENUE $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 $115,083 2023 REVENUE $78,931 $104,802 $83,202 $98,284 $203,455 $111,178 $100,094 $90,054 $202,089 $103,339 $100,773 $73,960 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 Revenues268 Fund Actual Thru Qtr 2 2024 Budget Thru Qtr 2 2024 Annual Budget Budget Remaining Percent Received or Expended Revenues Charges for Services 1,594,727$ 1,416,600$ 4,722,000$ 3,127,273$ 33.8% Intergovernmental Income 1,200$ -$ -$ (1,200)$ - Investment Income 86,641$ 70,000$ 140,000$ 53,359$ 61.9% Refunds & Reimbursements 3,267$ 2,500$ 5,000$ 1,733$ 65.3% Connection Charges 756,331$ 1,966,505$ 3,933,009$ 3,176,678$ 19.2%* Total Revenues 2,442,166$ 3,455,605$ 8,800,009$ 6,357,843$ 27.8% Expenditures General Operations Wages & Benefits 540,134$ 523,746$ 1,142,719$ 602,585$ 47.3% Supplies 81,198$ 171,554$ 374,300$ 293,102$ 21.7% Professional Services 72,064$ 86,465$ 188,650$ 116,586$ 38.2% Utilities 100,547$ 175,208$ 420,500$ 319,953$ 23.9% Insurance -$ -$ 20,000$ 20,000$ 0.0% Repairs & Maintenance 125,771$ 186,771$ 407,500$ 281,729$ 30.9% Other Expenses 177,840$ 163,465$ 356,650$ 178,810$ 49.9% Total General Operations 1,097,554$ 1,307,209$ 2,910,319$ 1,812,765$ 37.7% Debt Service Principal 1,470,000$ 1,470,000$ 1,470,000$ -$ 100.0% Interest & Related Expense 300,327$ 300,327$ 576,538$ 276,211$ 52.1% Total Debt Service 1,770,327$ 1,770,327$ 2,046,538$ 276,211$ 86.5% Capital Projects Water Portion of Street Projects 76,410$ -$ 1,965,000$ 1,888,590$ 3.9% Equipment -$ -$ 185,000$ 185,000$ 0.0% Leased Vehicles Expense 968$ 505$ 25,555$ 24,587$ 3.8% Purchased Vehicles -$ -$ 95,500$ 95,500$ 0.0% Infrastructure 159,717$ 63,000$ 126,000$ (33,717)$ 126.8% Water Portion of PW Fuel Island Canopy -$ -$ 60,000$ 60,000$ 0.0% Water Treatment Plant -$ -$ 32,000$ 32,000$ 0.0% Total Capital Projects 237,095$ 63,505$ 2,489,055$ 2,251,960$ 9.5% Total Expenditures 3,104,976$ 3,141,041$ 7,445,912$ 4,340,936$ 41.7% Revenues Over/(Under) Expenditures (662,810)$ 314,564$ 1,354,097$ 2,016,907$ *Budget based on Avienda projections CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - WATER FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2024 Page 3 269 Fund Actual Thru Qtr 2 2024 Budget Thru Qtr 2 2024 Annual Budget Budget Remaining Percent Received or Expended Revenues Charges for Services 2,166,620$ 1,989,675$ 4,421,500$ 2,254,880$ 49.0% Refunds & Reimbursements (26)$ -$ -$ 26$ - Investment Income 93,270$ 70,000$ 140,000$ 46,730$ 66.6% Connection Charges 211,570$ 526,284$ 1,052,568$ 840,998$ 20.1%* Total Revenues 2,471,434$ 2,585,959$ 5,614,068$ 3,142,634$ 44.0% Expenditures General Operations Wages & Benefits 387,704$ 413,334$ 901,819$ 514,115$ 43.0% Supplies 11,380$ 40,792$ 89,000$ 77,620$ 12.8% Professional Services 58,728$ 50,394$ 109,950$ 51,222$ 53.4% Utilities 21,481$ 31,579$ 68,900$ 47,419$ 31.2% Insurance -$ -$ 20,000$ 20,000$ 0.0% Repairs & Maintenance 28,334$ 57,796$ 126,100$ 97,766$ 22.5% MCES Wastewater Charge 1,505,585$ 1,505,135$ 3,010,269$ 1,504,684$ 50.0% Other Expenses 53,087$ 71,248$ 155,450$ 102,363$ 34.2% Total General Operations 2,066,299$ 2,170,277$ 4,481,488$ 2,415,189$ 46.1% Debt Service Principal 165,000$ 165,000$ 165,000$ -$ 100.0% Interest & Related Expense 17,406$ 17,406$ 32,225$ 14,819$ 54.0% Total Debt Service 182,406$ 182,406$ 197,225$ 14,819$ 92.5% Capital Projects Sewer Portion of Street Projects 29,243$ -$ 1,690,000$ 1,660,757$ 1.7% Leased Vehicles Expense 968$ 505$ 25,555$ 24,587$ 3.8% Purchased Vehicles 12,293$ 47,750$ 95,500$ 83,207$ 12.9% Infrastructure 414,753$ 273,000$ 546,000$ 131,247$ 76.0% Sewer Portion of PW Fuel Island Canopy -$ -$ 10,000$ 10,000$ 0.0% Total Capital Projects 457,257$ 321,255$ 2,367,055$ 1,909,798$ 19.3% Total Expenditures 2,705,962$ 2,673,938$ 7,045,768$ 4,339,806$ 38.4% Revenues Over/(Under) Expenditures (234,528)$ (87,979)$ (1,431,700)$ (1,197,172)$ *Budget based on Avienda projections CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - SEWER FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2024 Page 4 270 Fund Actual Thru Qtr 2 2024 Budget Thru Qtr 2 2024 Annual Budget Budget Remaining Percent Received or Expended Revenues SWM Charges 1,030,667$ 1,035,650$ 2,071,300$ 1,040,633$ 49.8% Intergovernmental -$ -$ 3,000$ 3,000$ 0.0% Investment Income -$ 2,500$ 5,000$ 5,000$ 0.0% Bond Proceeds -$ -$ 3,130,000$ 3,130,000$ 0.0% Connection Charges -$ 130,000$ 260,000$ 260,000$ 0.0% * Total Revenues 1,030,667$ 1,168,150$ 5,469,300$ 4,438,633$ 18.8% Expenditures General Operations Wages & Benefits 490,877$ 466,423$ 1,017,651$ 526,774$ 48.2% Supplies 7,740$ 19,800$ 43,200$ 35,460$ 17.9% Professional Services 53,579$ 69,804$ 152,300$ 98,721$ 35.2% Insurance -$ -$ 8,000$ 8,000$ 0.0% Repairs & Maintenance 2,078$ 22,917$ 50,000$ 47,922$ 4.2% Other Expenses 48,131$ 73,184$ 159,674$ 111,543$ 30.1% Total General Operations 602,405$ 652,128$ 1,430,825$ 828,420$ 42.1% Debt Service Principal 120,000$ 120,000$ 120,000$ -$ 100.0% Interest & Related Expense 12,831$ 12,831$ 23,410$ 10,579$ 54.8% Total Debt Service 132,831$ 132,831$ 143,410$ 10,579$ 92.6% Capital Projects Storm Water Portion of Street Projects 117,900$ 117,900$ 1,970,000$ 1,852,100$ 6.0% Downtown Storm Water Use Project -$ -$ 1,100,000$ 1,100,000$ 0.0% Annual Stormwater Pond Improvements 290,546$ 290,546$ 500,000$ 209,454$ 58.1% Upper Riley Creek Stabilization -$ 100,000$ 100,000$ 0.0% Storm Water Portion of PW Fuel Island Canopy -$ -$ 60,000$ 60,000$ 0.0% Total Capital Projects 408,446$ 408,446$ 3,730,000$ 3,321,554$ 11.0% Total Expenditures 1,143,682$ 1,193,405$ 5,304,235$ 4,160,553$ 21.6% Revenues Over/(Under) Expenditures (113,015)$ (25,255)$ 165,065$ 278,080$ *Budget based on Avienda projections CITY OF CHANHASSEN STATEMENT OF REVENUES AND EXPENDITURES ACTUAL AND BUDGET - SURFACE WATER MANAGEMENT FUND (UNAUDITED) FOR THE QUARTER ENDED JUNE 30, 2024 Page 5 271 Fund Balance 1/1/2024 Balance 6/30/2024 YTD Change General Fund 101 General Fund 10,542,961$ 12,149,133$ 1,606,172$ * Special Revenue Funds 201 Charitable Gambling Fund 50,800$ 45,733$ (5,067)$ 202 Cemetery Fund 64,283$ 69,347$ 5,064$ 210 Cable TV Fund 324,442$ 264,074$ (60,368)$ 212 Grants Fund 3,524,535$ 3,584,659$ 60,124$ Debt Service Funds 300 Permanent Debt Revolving Fund 715,766$ 727,747$ 11,981$ 368 2009A GO Refunding Debt Fund 840,238$ 854,302$ 14,064$ 370 2016A GO Ref Bonds Fund 694,914$ 276,128$ (418,786)$ * Capital Project Funds 400 Capital Equipment/Vehicle Fund 1,368,023$ 1,179,033$ (188,990)$ * 401 Park Renovation Fund 168,942$ 116,168$ (52,774)$ 402 Capital Facilities Fund 312,982$ 132,114$ (180,868)$ * 410 Park Development Fund 861,342$ 314,852$ (546,490)$ 414 Civic Campus Fund 2,201$ (984,280)$ (986,481)$ 420 Transp Infrast Mgmt (TIM) Fund 1,002,917$ 824,299$ (178,618)$ * 480 TIF 11-Frontier Develpmnt Fund 159,667$ 39,054$ (120,613)$ * 481 TIF 12-Lake Place Sr Apt Fund 11,365$ (1,015)$ (12,380)$ * 601 Pavement Mgmt Prgm (PMP) Fund 3,615,782$ 9,041,591$ 5,425,809$ */** 605 TH101 Imp/Pioneer-Fly Cld14-08 9,181$ 142,181$ 133,000$ Enterprise Funds 700 Water Fund 6,113,338$ 5,051,458$ (1,061,880)$ 701 Sewer Fund 5,874,424$ 5,411,039$ (463,385)$ 720 Surface Water Management Fund 5,076$ (471,427)$ (476,503)$ TOTAL ALL FUNDS 36,263,176$ 38,766,190$ 2,503,014$ *Denotes funds that receive property taxes or tax increments. Tax settlements are received in June/July and December. **The City received $5 million from the County in advance for the Galpin Blvd project. CITY OF CHANHASSEN UNAUDITED CASH BALANCES BY FUND JANUARY 1, 2024 AND JUNE 30, 2024 Page 6 272 CITY OF CHANHASSEN CASH AND INVESTMENTS KEY METRICS AS OF JUNE 30, 2024 Investment Policy - Investment Type Limits:Investment Type Policy Limit Current Amount Certificates of Deposit 70%19% U.S. Agency Securities 70%10% State Bonds 50%29% Investment Policy - 10% Concentration Limit:Largest Issue Amount % of Portfolio FNMA Security 1,192,950.00$ 3.08% Investment Policy - Maturity Limits:Maturity Policy Limit Current Amount Up to 5 Years 0%15% Over 5 Years 20%20% Over 10 Years $0 0% Budget to Actual Comparison - Investment Earnings: 2024 Annual Budget Actual 6/30/2024 Average Current Yield All Funds $672,224 $619,715 3.21% % of Annual Budget 92.2% Page 7 Checking $1,286,455 3% Money Market Savings $9,072,725 23% Certificates of Deposit $7,388,383 19% Asset Backed Securities $5,755,257 15% U.S. Federal Agencies & Treasuries $3,852,005 10% State Bonds $11,411,363 30% Investment Type Allocation $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 Current 2024 2025 2026 2027 2028 2029 2030 2031 Investment Maturity Schedule 273