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11-10-2025 - Agenda Packet City Council - Regular Meeting
Agenda City Council Meeting Monday, November 10, 2025, 6:00 PM City Council Chambers 12780 Kelley Parkway, Orono, MN 55356 952-249-4600 /oronomn.gov Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda These items are considered routine and will be enacted by one motion with no discussion unless a council member or staff requests and the item will be removed from the consent agenda for separate discussion and action. 1. City Council Minutes 2. Claims/Bills 3. Meeting Calendar 2026 4. Work Session Schedule 5. Adopt 2026 Shoreline Fire Department Operating Budget and Capital Improvement Plan 6. 2025 Fund Transfers - Resolution 7642 7. Legal Agreement Fee Update 8. Lake Access Orchard Beach Place - Resolution 7636 9. Facilities Improvements - City Hall Campus 10. Resignation of Part -Time Firefighters 11. Appoint Part -Time Police Officer - Resolution 7634 12. Donation from Crime Prevention Fund - Resolution 7635 13. Police Department ALPR Audit 14. Purchase of Police Vehicles 15. LA25-000043, 865 Partenwood Road, Variances & CUP - Resolution 7639 16. LA25-000045, 200 Wayzata Blvd W, Conditional Use Permit - Resolution 7640 17. LA25-000046, 430 Old Crystal Bay Rd, CIC Final Plat Phase 2 - Resolution 7641 18. LA25-000041, 850 Windjammer Lane, Average Lakeshore Setback Variance - Resolution 7637 Public Comments This is an opportunity for the public to address the City Council. The council will not engage in discussion or take action on items presented at this time. However, the council may refer issues to staff for follow up or consideration at a future meeting. Speakers should state their name and home address at the podium before speaking. Speakers should be mindful of time and limit their remarks to three (3) minutes to allow sufficient opportunity for others to speak. We encourage speakers to address their comments to the mayor and council and to keep their remarks respectful and relevant. Please no personal attacks. Criticism of ideas is acceptable, but attacks against individuals are not tolerated. Please make your statements in a civil manner. Similarly, we ask everyone in the audience to be respectful of speakers and refrain from disruptive behavior, such as shouting, heckling, or making excessive noise. Community Development Report 19. LA25-000042, 1840 Shadywood Rd, Lot Area, Lot Width, and Hardcover Variances 20. LA25-000039, Text Amendments regarding Retaining Walls Finance Report 21. Set 2026 Utility Rates Sign up for email notifications at oronomn.gov Mayor and Council Reports Adjournment Upcoming Events Date Description Nov 11 Holiday Observed - Offices Closed Nov 17 Planning Commission Nov 24 City Council Nov 27-28 Holiday Observed - Offices Closed Dec 08 City Council Dec 24-26 Holiday Observed - Offices Closed Sign up for email notifications at oronomn.gov K AGENDA ITEM Date: November 10, 2025 Title: City Council Minutes Presenter: Christine Lusian, City Clerk Section: Consent Agenda Purpose: The purpose of this item is to approve the City Council meeting minutes. 2. Staff Recommendation: Approve the City Council work session and regular meeting minutes. COUNCIL ACTION REQUESTED Approve the City Council work session and regular meeting minutes. Exhibits A. 10-27-2025 CC Minutes - work session B. 10-27-2025 CC Minutes Item: 1 3 Minutes City Council Work Session Monday, October 27, 2025, 4:00 PM City Council Chambers 12780 Kelley Parkway, Orono, MN 55356 ROLL CALL Council members present: Mayor Bob Tunheim, Alisa Benson, Jacqueline Ricks, Jon Schwingler. Staff present: City Administrator Adam Edwards, Police Chief Correy Farniok, Finance Director Maggie Jin, Parks and Facilities Superintendent Joe Ruthenberg, Public Works Superintendent DJ Goman, IT Manager Dave Klitzke, City Clerk Christine Lusian, Communications Specialist Rachel Cotter CAPITAL IMPROVEMENT PLAN The work session focused on reviewing upcoming capital needs across streets, parks, utilities, police, IT, and facilities, with an emphasis on replacement of outdated vehicles and equipment that exceed replacement schedule. Planned work includes street repairs and a possible new trail, water plant and valve upgrades, sewer pipe lining, stormwater improvements, and park updates such as docks, trails, and amenities. Other priorities include golf course improvements, police squad cars and tech replacements, and network and fiber improvements. The discussion also covered phasing certain projects and splitting or transferring funds between areas, for example when projects involve both street and sewer work. The City Council directed staff to present utility rate increase options at the next meeting and will formally consider the Capital Improvement Plan in December. ADJOURNMENT Work session ended at 5:52 p.m. ATTEST: CITY COUNCIL Christine Lusian, City Clerk Bob Tunheim, Mayor 4 Minutes City Council Regular Meeting Monday, October 27, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Mayor Tunheim called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. ROLL CALL Orono City Council members present: Mayor Bob Tunheim, City Council Members Alisa Benson, Steve Persian, Jacqueline Ricks, and Jon Schwingler. Members absent: None Staff present were City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards, and Finance Director Maggie Jin. PLEDGE OF ALLEGIANCE I ' ' MTKI 1[17 yX114 Biel 17:1 CONSENT AGENDA 1. City Council Minutes 2. Claims/Bills 3. Upcoming Work Session and Council Training Schedule 4. Appoint Professional Auditing Firm 5. Solicitor — Time Extension 6. Compensation Increase — Public Works Maintenance Worker 7. Tree Maintenance — Contract Extension for Rimming and Removal 8. Repair Blacktop — Ivy Place Benson moved, Ricks seconded, to approve the Agenda and Consent Agenda as submitted. VOTE: Ayes 5, Nays 0. PUBLIC SAFETY REPORT 9. Oath of Office — Police Officer Tunheim administered the Oath of Office to Orono Police Officer Kohlton Beck. He received his badge from his father, Police Sergeant Kenny Beck. 10. Agreements — Shoreline Fire Department — Resolutions 7632 and 7633 City Administrator Edwards explained that the proposed actions include adopting the Joint Powers Agreement, which establishes a new joint fire department for the Cities of Orono and Long Lake, and setting leases for the two fire stations. The second resolution appoints the members of the newly -formed board that will govern the JPA. The City of Long Lake planned a special meeting this coming Thursday evening to consider the same actions. City Attorney Mattick said that the adoption of the resolutions by both Cities would result in the dismissal of the lawsuits between the Cities. Page 1 of 3 Minutes City Council Regular Meeting Monday, October 27, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Benson moved, Ricks seconded, to adopt Resolution 7632 establishing the Joint Powers Agreement for the Shoreline Fire Department and establishing lease agreements. VOTE: Ayes 5, Nays 0. Ricks moved, Benson seconded, to adopt Resolution 7633 appointing the members of the Shoreline Fire Department JPA board. VOTE: Ayes 5, Nays 0. PRESENTATIONS 11. Legislative Update — House District 45A Rep. Andrew Myers, Minnesota House District 45A, presented an update from the last Legislative session. 12. Utility Rate Study Justin Nilson of Abdo presented the utility rate study. Staff is requesting council action at the November 10 City Council meeting. The study resulted in a recommendation of a one-time 25 percent increase in water rates for 2026 and three percent for years after, and a three percent increase per year in sewer and storm water rates. The Council discussed the item, asked questions, and directed staff to provide alternatives to the one-time 25 percent increase for consideration at a future meeting. PUBLIC HEARINGS 13. Certification of Delinquent Utilities and Accounts Receivables — Resolution 7631 The City Council is requested to review the Staff report, hold a public hearing and discuss and adopt the resolution certifying Delinquent Utility Accounts and other Accounts Receivable to be added to property tax bills at 8 percent interest. The Council discussed the item and asked questions of staff. Benson moved, Persian seconded, to adopt Resolution 7631 certifying delinquent utility bills and accounts receivables. VOTE: Ayes 5, Nays 0. PUBLIC COMMENTS Rachel Chard, 235 Crestview Ave., and Kelly Grady, Long Lake, provided comments. CITY ADMINISTRATOR/ENGINEER REPORT 14. Replace HVAC Units — Willow Fire Station The City Council is requested to review the Staff report, receive a presentation, and discuss and approve Orono's portion of the replacement of five HVAC units at the Willow Fire Station. Page 2 of 3 6 Minutes City Council Regular Meeting Monday, October 27, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 The Council discussed the item and asked questions of staff. Benson moved, Persian seconded, to authorize up to $88,400 as Orono's portion of the cost of HVAC replacement at the Willow Fire Station, conditioned on approval of the Shoreline Fire Joint Powers agreement and associated leases by the City of Long Lake. VOTE: Ayes 5, Nays 0. 15. Sustainability and Resiliency The City Council is requested to review the Staff report, receive a presentation, and discuss the sustainability and resiliency plan and communications plan. The City Council had reviewed the plan at a Work Session on October 8. Minutes and slides from that meeting were included in the packet for the October 27 meeting. The Council discussed the item and provided feedback. MAYOR/COUNCIL REPORT Mayor and Council provided reports. ADJOURNMENT Schwingler moved, Ricks seconded, to adjourn the meeting at 7:08 p.m. to Monday, November 10, 2025, at 6:00 p.m. VOTE: Ayes 5, Nays 0. ATTEST: Christine Lusian, City Clerk Bob Tunheim, Mayor Minutes approved by Orono City Council November 10, 2025. Meeting videos and transcripts available at oronomn.gov. Page 3 of 3 7 AGENDA ITEM Date: November 10, 2025 Title: Claims/Bills Presenter: Kellie Hoen, Administrative Assistant Section: Consent Agenda Item: 2 Purpose: The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2. Background: The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 127054 to 127139, and ACH transactions 20130765 to 20130771 totaling $434,563.03. 3. Staff Recommendation: Staff recommends approval of a motion authorizing payment to the claims listed as presented. COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits A. Check Register 2025-11-06 8 City of Orono Check Register- COUNCIL REPORT Page: 1 Check Issue Dates: 10/28/2025 - 11/10/2025 Nov 06, 2025 11:02AM Payee Check Issue Date Check Number Invoice Number Invoice GLAccount Hennepin County District Court 11/05/2025 127054 11.2025 CON 101-41600-307 Total 127054: ABDO LLP 11/10/2025 127055 514266 651-49910-319 ABDO LLP 11/10/2025 127055 514266 601-49400-319 ABDO LLP 11/10/2025 127055 514266 602-49450-319 Total 127055: ACTION TARGET 11/10/2025 127056 0627903-IN 101-42110-228 Total 127056: ALLIED MEDICAL TRAINING 11/10/2025 127057 4259 101-42260437 Total 127057: ALYSSA DWYER & ERIC BIERM 11/10/2025 127058 1-129150-01 999-10015 Total 127058: AT&T MOBILTY 11/10/2025 127059 2873263270 101-42110-321 AT&T MOBILTY 11/10/2025 127059 2873263283 101-42400-321 AT&T MOBILTY 11/10/2025 127059 2873263283 101-45200-321 AT&T MOBILTY 11/10/2025 127059 2873263283 613-49830-321 AT&T MOBILTY 11/10/2025 127059 2873263283 101-43000-321 AT&T MOBILTY 11/10/2025 127059 2873263283 101-41900-321 AT&T MOBILTY 11/10/2025 127059 2873263283 601-49400-321 AT&T MOBILTY 11/10/2025 127059 2873263283 602-49450-321 AT&T MOBILTY 11/10/2025 127059 2873263283 101-43100-321 AT&T MOBILTY 11/10/2025 127059 2873263283 701-49800-321 AT&T MOBILTY 11/10/2025 127059 2873432947 101-42260-321 Total 127059: BEAUDRY OIL & SERVICE INC 11/10/2025 127060 3095883 701-49800-221 Total 127060: Description Department Invoice Amount ORDER FOR CONTEMPT Law/Legal Services 2,000.00 2,000.00 UTILITY RATE STUDY - 2ND INSTALLMENT Storm Water 3,850.00 UTILITY RATE STUDY - 2ND INSTALLMENT Water 3,800.00 UTILITY RATE STUDY - 2ND INSTALLMENT Sewer 3,850.00 FIREARMS/UOF Police Department 816.44 816.44 EMT SKILLS TRAINING - LIEBL Fire Protection Services 2,145.00 2,145.00 UB REFUND - 2915 CASCO POINT RD - DWYER/ 122.60 122.60 POLICE PHONES AND HOTSPOTS 09/26-10/25/2 Police Department 2,387.46 AT&T BILL 09/26/25-10/25/25 Building & Zoning 166.30 AT&T BILL 09/26/25-10/25/25 Parks 38.23 AT&T BILL 09/26/25-10/25/25 Golf Course 131.10 AT&T BILL 09/26/25-10/25/25 Public Works Department 440.60 AT&T BILL 09/26/25-10/25/25 Central Services 229.38 AT&T BILL 09/26/25-10/25/25 Water 159.61 AT&T BILL 09/26/25-10/25/25 Sewer 121.38 AT&T BILL 09/26/25-10/25/25 Brush Site 76.46 AT&T BILL 09/26/25-10/25/25 Fleet Services 44.92 FIRE - PHONE SERVICE 09/26-10/25/25 Fire Protection Services 312.53 4,107.97 VAC TRUCK BLOWER SYSTEM OIL Fleet Services 325.00 3LJ.UU 9 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 2 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount BIFFS INC 11/10/2025 127061 INV274131 101-45200-415 BIFF RENTAL-BEDERWOOD PARK Parks 255.53 BIFFS INC 11/10/2025 127061 INV274132 101-45200-415 BIFF RENTAL -SUMMIT BEACH Parks 163.93 BIFFS INC 11/10/2025 127061 INV274133 101-45200-415 BIFF RENTAL-HACKBERRY PARK Parks 183.22 BIFFS INC 11/10/2025 127061 INV274134 613-49830-415 BIFF RENTAL -GOLF COURSE Golf Course 91.60 BIFFS INC 11/10/2025 127061 INV274135 101-45200-415 BIFF RENTAL -CRYSTAL BAY PLAYGROUND Parks 91.60 BIFFS INC 11/10/2025 127061 INV274136 101-45200-415 BIFF RENTAL-NAVARRE PLAYGROUND Parks 163.93 BIFFS INC 11/10/2025 127061 INV274137 101-45200-415 BIFF RENTAL-LURTON PARK Parks 95.00 BIFFS INC 11/10/2025 127061 INV274138 101-43100-415 BIFF RENTAL -BRUSH SITE Brush Site 95.00 Total 127061: 1,139.81 CECE'SIGNS INC 11/10/2025 127062 9986 405-48500-580 UNIT 623 DECALS/ PARKS KUBOTA SXS Imp Eqpt Outlay 135.00 Total 127062: 135.00 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 613-49830-381 GAS SERVICE 09/23/25-10/22/25 Golf Course 58.41 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 601-49400-381 GAS SERVICE 09/23/25-10/22/25 Water 577.54 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 602-49450-381 GAS SERVICE 09/23/25-10/22/25 Sewer 647.70 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 101-41900-381 GAS SERVICE 09/23/25-10/22/25 Central Services 302.33 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 101-42110-381 GAS SERVICE 09/23/25-10/22/25 Police Department 81.50 CENTERPOINT ENERGY MAIN 11/10/2025 127063 10.2025 101-42260-381 GAS SERVICE 09/23/25-10/22/25 Fire Protection Services 123.48 Total 127063: 1,790.96 CENTRAL PENSION FUND SOU 11/10/2025 127064 10.30.25 FU 101-21705 CENTRAL PENSION FUND 10.30.2025 2,131.00 Total 127064: 2,131.00 CENTURYLINK 11/10/2025 127065 10192025 613-49830-321 GC PHONE/INTERNET 10/19/2025-11/18/2025 Golf Course 57.52 Total 127065: 57.52 CERTIFIED POWER INC 11/10/2025 127066 50370310 701-49800-402 CERTIFIED CONTROL FIXING AND UPDATING 42 Fleet Services 4,077.62 Total 127066: 4,077.62 CHEVROLET 11/10/2025 127067 27335 701-49800-222 PD 272 REPLACMENT FUSES AND DRIVER SEA Fleet Services 124.51 CHEVROLET 11/10/2025 127067 27370 701-49800-222 PD 274 WINDOW SWITCH REAR Fleet Services 53.46 10 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 3 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 127067: 177.97 City of Orono Utilities 11/10/2025 127068 10.2025 270 101-41900-382 10.2025 2700 KELLEY PARKWAY Central Services 115.60 City of Orono Utilities 11/10/2025 127068 10.2025 CH& 101-41900-382 10.2025 CH Central Services 82.58 City of Orono Utilities 11/10/2025 127068 10.2025 CH& 101-42110-382 10.2025 PD Police Department 82.58 City of Orono Utilities 11/10/2025 127068 10.2025 PO 101-41900-382 08.2025 PO Central Services 89.53 City of Orono Utilities 11/10/2025 127068 10.2025 PW 101-41900-382 10.2025 PW Central Services 351.09 City of Orono Utilities 11/10/2025 127068 10.2025 UB 601-49400-382 10.2025 UB WTP Water 162.74 Total 127068: 884.12 CITY OF WAYZATA 11/10/2025 127069 10.2025 UTIL 601-49400-387 OCTOBER 2025 WATER Water 3,023.08 CITY OF WAYZATA 11/10/2025 127069 10.2025 UTIL 602-49450-387 OCTBOER 2025 SEWER Sewer 6,212.50 Total 127069: 9,235.58 COLBY & JENNA HAWLEY 11/10/2025 127070 1-127940-03 999-10015 UB REFUND - 2794 CASCO POINT RD 160.78 Total 127070: 160.78 COLLINS BROTHERS TOWING 11/10/2025 127071 25-263027 101-42110-436 INVESTIGATIVE TOWING CHARGE/25-9622 Police Department 157.00 Total 127071: 157.00 DELANO CARQUEST 11/10/2025 127072 6829-330086 701-49800-222 PD 257 BRAKES Fleet Services 289.98 Total 127072: 289.98 DITTER INC. 11/10/2025 127073 i24613 101-41900-404 FURNACE REPAIR Central Services 146.70 Total 127073: 146.70 DOCK & LIFT INC 11/10/2025 127074 517102 101-41900-404 THULL DOCK REMOVAL (BIG ISLAND) Central Services 480.00 Total 127074: 480.00 ENDE SEPTIC SERVICE 11/10/2025 127075 6119102425 602-49450-406 BYPASS PUMPING FOR LS#18 TASK# 99147 Sewer 2,250.00 City of Orono Check Register- COUNCIL REPORT Page: 4 Check Issue Dates: 10/28/2025 - 11/10/2025 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Payee Issue Date Number Number Total 127075: ESS BROTHERS & SONS 11/10/2025 127076 FF9858 101-43000-224 MELTING RINGS FOR LOW MANHOLES Total 127076: FACTORY MOTOR PARTS 11/10/2025 127077 70-596210 701-49800-222 FACTORY MOTOR PARTS 11/10/2025 127077 70-598783 701-49800-215 FACTORY MOTOR PARTS 11/10/2025 127077 70-599210 701-49800-221 FACTORY MOTOR PARTS 11/10/2025 127077 70-601275 701-49800-222 FACTORY MOTOR PARTS 11/10/2025 127077 70-603127 701-49800-222 FACTORY MOTOR PARTS 11/10/2025 127077 70-603852 701-49800-215 FACTORY MOTOR PARTS 11/10/2025 127077 GV12081001 701-49800-222 FACTORY MOTOR PARTS 11/10/2025 127077 GV12081006 701-49800-222 Total 127077: Department Public Works Department VEHICLE PARTS RETURN/ CREDIT Fleet Services SHOP SUPPLIES Fleet Services FLOOR SCRUBBER PARTS Fleet Services PD 256 BRAKE CALIPER Fleet Services PD 257 GAS CAP Fleet Services SHOP SUPPLIES/ BRAKE CLEANER Fleet Services VEHICLE PARTS BRAKE CALIPER CORE RETUR Fleet Services PD 266 THERMOSTAT RETURN Fleet Services FAUL PSYCHOLOGICAL 11/10/2025 127078 2547 101-42260-319 PSYCH TESTING - LIEBL, COLLINS, BURTON, K Fire Protection Services Total 127078: FERGUSON WATERWORKS #25 11/10/2025 127079 0556849 601-49400-227 FERGUSON WATERWORKS #25 11/10/2025 127079 0558214 601-49400-227 Total 127079: WATER METERS FOR GARAGE CONDOS BUILDI Water WATER METERS FOR GARAGE CONDOS BUILDI Water FIRE CATT, LLC 11/10/2025 127080 17225 101-42260-319 ANNUAL NFPA COMPLIANCE TESTING OF HOSE Fire Protection Services Total 127080 FIRE SYSTEM DESIGN WORKS 11/10/2025 127081 FA25-000005 101-34410 FIRE SYSTEM DESIGN WORKS 11/10/2025 127081 FA25-000005 101-20802 FIRE SYSTEM DESIGN WORKS 11/10/2025 127081 FA25-000005 101-32530 Total 127081: GALLS LLC 11/10/2025 127082 032934327 101-42110-226 GALLS LLC 11/10/2025 127082 033041942 101-42110-226 BP REFUND - FA-000005 - 430 OLD CRYSTAL BA BP REFUND - FA-000005 - 430 OLD CRYSTAL BA BP REFUND - FA-000005 - 430 OLD CRYSTAL BA UNIFORMS/KBECK UNIFORMS/KOHLTON BECK Police Department Police Department Invoice Amount 2,2bu.uu b1 b.uu 20.61- 56.70 56.70 185.16 8.14 124.32 117.60- 17.42- 4,bb5.uu 1 L,Uytf.t53 12,4bb.41 b,L2:S.2b 476.16 16.15- 407.00- bu. its 527.26 12 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 5 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 127082: 578.04 GENUINE PARTS COMPANY/NA 11/10/2025 127083 636779 701-49800-221 EQUIPMENT 604 TAIL LIGHT BULB Fleet Services 4.99 GENUINE PARTS COMPANY/NA 11/10/2025 127083 637097 701-49800-221 WOOD CHIPPER ENGINE AIR FILTERS Fleet Services 121.05 GENUINE PARTS COMPANY/NA 11/10/2025 127083 676780 701-49800-221 EQUIPMENT 604 REPLACEMENT TURN SIGNAL Fleet Services 6.99 Total 127083: 133.03 GOPHERACE 11/10/2025 127084 026956/1 101-45200-212 OIL Parks 28.99 GOPHERACE 11/10/2025 127084 026971/1 701-49800-215 1/8 INCH FITTING Fleet Services 4.99 GOPHERACE 11/10/2025 127084 026977/1 101-43000-240 TACK BRUSH Public Works Department 18.99 GOPHERACE 11/10/2025 127084 027039/1 101-43000-224 BATTERIES FOR FLASH LIGHTS FOR FLAGGING Public Works Department 32.98 GOPHERACE 11/10/2025 127084 027084/1 101-41900-223 DRAIN CLEANER Central Services 9.99 GOPHERACE 11/10/2025 127084 027134/1 101-41900-223 IRRIGATION BLOWOUT SUPPLIES Central Services 30.36 GOPHERACE 11/10/2025 127084 27143/1 101-42260-240 NUTS & BOLTS Fire Protection Services 39.68 Total 127084: 165.98 GRIFFIN DOOLING 11/10/2025 127085 LA25-000026 101-22205 ESCROW REFUND LA25-000026 - 1080 FERNDA 700.00 Total 127085: 700.00 HENNEPIN COUNTY ACCOUNT 11/10/2025 127086 1000254864 101-41600-309 JAIL CHARGES/ALL CITIES Law/Legal Services 294.44 Total 127086: 294.44 HERTHER, ANDREW & JULIE 11/10/2025 127087 1-434731-03 999-10015 UB REFUND - 3473 LYRIC AVE - HERTHER 65.98 Total 127087: 65.98 HOLIDAY COMPANIES 11/10/2025 127088 07960111250 101-42110-402 CAR WASHES / HOLIDAY Police Department 225.50 Total 127088: 225.50 Hoss Plumbing LLC 11/10/2025 127089 2025-09568 101-42110-404 BOOKING ROOM TOILETS Police Department 1,489.00 Total 127089: 1,489.00 IUOE&Assoc Gen Contractors of 11/10/2025 127090 10242025 101-43000-437 CDL TRAINING FOR BRADY WRIGHT Public Works Department 2,500.00 13 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 6 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount IUOE&Assoc Gen Contractors of 11/10/2025 127090 10242025 651-49910-437 CDL TRAINING FOR BRADY WRIGHT Storm Water 2,500.00 Total 127090: 5,000.00 JACK & SUZANNE BOHN 11/10/2025 127091 LA25-000024 101-22205 ESCROW REFUND LA24-20024 - 1440 BALDUR 700.00 Total 127091: 700.00 JAY MCCOY 11/10/2025 127092 10242025 101-42110-226 UNIFORMS/MCCOY INV Police Department 160.45 Total 127092: 160.45 LEO WEB PROTECT INC. 11/10/2025 127093 8129272175 710-49970-416 MONTHLY SUBSCRIPTION 11/25 IT Services 143.06 Total 127093: 143.06 MANSFIELD OIL COMPANY 11/10/2025 127094 27084849 701-49800-212 UNLEADED GAS - PW LOCATION Fleet Services 4,902.13 MANSFIELD OIL COMPANY 11/10/2025 127094 27105644 701-49800-212 UNLEADED GAS - PW LOCATION Fleet Services 3,816.42 MANSFIELD OIL COMPANY 11/10/2025 127094 27126650 701-49800-212 DIESEL FUEL - PUBLIC WORKS LOCATION Fleet Services 3,180.79 Total 127094: 11,899.34 MARK STADHIEM 11/10/2025 127095 LA25-000023 101-22205 ESCROW REFUND - LA25-000023 - 1390 REST P 700.00 Total 127095: 700.00 MCFOA 11/10/2025 127096 MCMC Appli 101-41300-437 CLERK CERTIFICATION APPLICATION - NOLA Administration 95.00 Total 127096: 95.00 MEB ENTERPRISE INC 11/10/2025 127097 1420 435-48979-590 TASK#94561-IVY PLACE PAVEMENT IMP. 2025 Street Improvements 28,875.00 MEB ENTERPRISE INC 11/10/2025 127097 1421 101-43000-408 LUNDS CURB AND APPRON Public Works Department 9,675.00 MEB ENTERPRISE INC 11/10/2025 127097 1422 101-43000-224 RED ROCK AND RIVER ROCK FOR YARD Public Works Department 4,690.34 Total 127097: 43,240.34 METRO WEST INSPECTION SE 11/10/2025 127098 4803 101-42400-319 BUILDING INSPECTIONS AUGUST/SEPTEMBER Building & Zoning 834.45 Total 127098: 834.45 14 City of Orono Check Register- COUNCIL REPORT Page: 7 Check Issue Dates: 10/28/2025 - 11/10/2025 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Payee Issue Date Number Number METROPOLITAN COUNCIL ENVI 11/10/2025 127099 0001196432 602-49450-383 WASTWATER SERVICE 12/2025 Total 127099: MINNEAPOLIS OXYGEN COMPA 11/10/2025 127100 0000152325 701-49800-215 ACETYLENE, OXYGEN MINNEAPOLIS OXYGEN COMPA 11/10/2025 127100 0000152326 101-42110-221 MEDICAL OXYGEN/TANK FEE MINNEAPOLIS OXYGEN COMPA 11/10/2025 127100 0000152329 101-42260-219 MEDICAL OXYGEN/TANK FEE Total 127100: MINNESOTA SECURITY CONSO 11/10/2025 127101 1304 101-42110-319 2025 FLOCK ALPR AUDIT Total 127101: MOTOROLA 11/10/2025 127102 8282224488 101-42110-403 MOTOROLA SOLUTIONS / V300 REPAIR Total 127102: NAVARRE HARDWARE 11/10/2025 127103 351515 101-45200-221 HOSE ATTACHMENTS NAVARRE HARDWARE 11/10/2025 127103 351516 101-45200-221 HOSE ATTACHMENTS NAVARRE HARDWARE 11/10/2025 127103 351521 601-49400-227 KEYS FOR SOUTH WTP Total 127103: NIH HOMES, LLC 11/10/2025 127104 RPS24-0000 101-22205 ESCROW REFUND - RPS24-000027 - 3600 CASC Total 127104: NORTH CENTRAL INTERNATIO 11/10/2025 127105 X225041724: 101-42260-402 E1 MOTOR REPLACEMENT NORTH CENTRAL INTERNATIO 11/10/2025 127105 X225042820: 701-49800-222 MRAP A/C PARTS NORTH CENTRAL INTERNATIO 11/10/2025 127105 X225043094: 701-49800-222 LLFD E-21 BRAKES REPLACEMENT PARTS NORTH CENTRAL INTERNATIO 11/10/2025 127105 X225043287: 701-49800-222 LLFD E-21 FRONT AXLE SEALS Total 127105: NOVA TECHNOLOGIES 11/10/2025 127106 IN-80009186 710-49970-329 MONTHLY PHONE SIP CHARGE 11/25 Total 127106: ODP BUSINESS SOLUTIONS LL 11/10/2025 127107 4416893330 101-42110-201 OFFICE SUPPLIES Department Invoice Amount Sewer Fleet Services Police Department Fire Protection Services Police Department Police Department Parks Parks Water Fire Protection Services Fleet Services Fleet Services Fleet Services IT Services Police Department 60,575.15 60.25 114.75 2.99 41,242.17 45.55 2,397.16 91.99 15 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 8 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount ODP BUSINESS SOLUTIONS LL 11/10/2025 127107 4430377450 101-41900-201 BLACK GEL PENS Central Services 34.00 ODP BUSINESS SOLUTIONS LL 11/10/2025 127107 4430417610 101-41900-201 HOLIDAY LETTERHEAD PAPER Central Services 16.19 Total 127107: 142.18 Omann Brothers Paving Inc 11/10/2025 127108 19239 101-43000-224 PATCHING Public Works Department 270.90 Total 127108: 270.90 OMANN CONTRACTING COMPA 11/10/2025 127109 19231 101-43000-224 PATCHING Public Works Department 451.80 OMANN CONTRACTING COMPA 11/10/2025 127109 19246 101-43000-224 PATCHING Public Works Department 316.80 Total 127109: 768.60 O'REILLYAUTO ENTERPRISES 11/10/2025 127110 2462-224916 701-49800-222 MRAP COOLANT FIN COMB Fleet Services 26.88 O'REILLYAUTO ENTERPRISES 11/10/2025 127110 2462-225644 701-49800-222 MRAP HVAC PARTS Fleet Services 28.38 Total 127110: 55.26 POOL, BRODY 11/10/2025 127111 10.2025 BRO 701-49800-226 PPE BOOTS REINBURSEMENT Fleet Services 300.00 Total127111: 300.00 POWERDMS INC 11/10/2025 127112 INV-144085 101-42110-311 POWERDMS/TIME AND DMS SUBSCRIPTION Police Department 11,284.13 Total 127112: 11,284.13 QUADIENT INC 11/10/2025 127113 11.2025 POS 101-41900-322 POSTAGE REFILL Central Services 1,000.00 Total 127113: 1,000.00 QUALITY FLOW SYSTEMS INC 11/10/2025 127114 49034 601-49400-405 BULK WATER REPLACEMENT CONTROLLER Water 5,000.00 QUALITY FLOW SYSTEMS INC 11/10/2025 127114 49043 710-49970-575 PROGRAMMING UPDATE TO BULK WATER SUP IT Services 9,900.00 Total 127114: 14,900.00 READY WATT ELECTRIC 11/10/2025 127115 2218245 101-42110-403 SIREN REPAIR Police Department 330.00 Total 127115: 330.00 16 City of Orono Check Register- COUNCIL REPORT Page: 9 Check Issue Dates: 10/28/2025 - 11/10/2025 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Payee Issue Date Number Number REPUBLIC SERVICES #894 11/10/2025 127116 0894-007312 101-41900-404 REPUBLIC SERVICES #894 11/10/2025 127116 0894-007312 101-41900-404 REPUBLIC SERVICES #894 11/10/2025 127116 0894-007312 613-49830-404 REPUBLIC SERVICES #894 11/10/2025 127116 0894-007312 101-45200-404 REPUBLIC SERVICES #894 11/10/2025 127116 0894-007312 101-41900-404 Total 127116: SHAUGHNESSY LAWN CARE 11/10/2025 127117 10.2025 Total 127117: Description Department TRASH SERVICE 08/01/25-08/31/25 - PW Central Services TRASH SERVICE 08/01/25-08/31/25 - POLICE DE Central Services TRASH SERVICE 08/01/25-08/31/25 - GC Golf Course TRASH SERVICE 06/01/25-06/30/25 - LURTON PA Parks TRASH SERVICE 08/01/25-08/31/25- BRUSH SITE Central Services 101-45200-404 PARK MOWING 09/15/2025 - 10/15/25 SOUTHVIEW DESIGN 11/10/2025 127118 LA25-000025 101-22205 ESCROW REFUND - LA25-000025 - 1530ORCHA Total 127118: STANDARD SPRING PARTS 11/10/2025 127119 411862 Total 127119: 701-49800-222 LLFD E-21 REAR LEAF SPRINGS Parks Fleet Services STAR TRIBUNE 11/10/2025 127120 1913693 TH 101-41900-352 SUBSCRIPTION CITY HALL 11/11/25 - 11/10/26 Central Services Total 127120: STREICHER'S 11/10/2025 127121 11790156 101-42110-226 STREICHER'S 11/10/2025 127121 11790338 101-42110-226 STREICHER'S 11/10/2025 127121 11790456 101-42110-226 STREICHER'S 11/10/2025 127121 11790723 101-42110-226 STREICHER'S 11/10/2025 127121 11790983 101-42110-226 STREICHER'S 11/10/2025 127121 11791244 101-42110-226 STREICHER'S 11/10/2025 127121 11791668 101-42110-226 STREICHER'S 11/10/2025 127121 11792107 101-42110-226 STREICHER'S 11/10/2025 127121 11792153 101-42110-226 Total 127121: UNIFORMS/SCHAUER UNIFORMS/NEATON UNIFORMS/HANSON UNIFORMS/KBECK UNIFORMS/STURM UNIFORMS/NEW HIRE SCHOOLMEESTER UNIFORMS/RUSSETH UNIFORMS/NEW HIRE SCHOOLMEESTER UNIFORMS/CARLSON SUMMIT FIRE PROTECTION 11/10/2025 127122 3608638 101-42110-403 FIRE EXTINGUISHERS FOR VEHICLES Total 127122: Police Department Police Department Police Department Police Department Police Department Police Department Police Department Police Department Police Department Police Department Invoice Amount 488.25 214.85 249.06 231.00 i ,c�a.on / Uu.uu 1, ouo.uo 12.00 473.98 75.96 69.99 170.00 864.90 46.99 599.94 L, Joo. r 4 aaa.ou 17 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 10 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount TERMINAL SUPPLY CO 11/10/2025 127123 64605-00 701-49800-215 SHOP SUPPLIES WIRING Fleet Services 682.16 Total 127123: 682.16 THOMSON REUTERS - WEST 11/10/2025 127124 852742556 101-42110-311 DATA PROCESSING/THOMSON REUTERS Police Department 334.05 Total 127124: 334.05 TIMESAVER OFF SITE SECRET 11/10/2025 127125 31311 101-41110-319 CITY COUNCIL MINUTES 10/13/2025 Mayor & Council 172.00 TIMESAVER OFF SITE SECRET 11/10/2025 127125 31312 101-41110-319 CITY COUNCIL MINUTES 10/2712025 Mayor & Council 212.50 TIMESAVER OFF SITE SECRET 11/10/2025 127125 31313 101-42400-319 PLANNING COMMISSION MINUTES 10/20/2025 Building & Zoning 334.00 Total 127125: 718.50 TOLL GAS & WELDING SUPPLY 11/10/2025 127126 0040220768 701-49800-215 OXYGEN ACETYLENE TANKS Fleet Services 13.64 Total 127126: 13.64 TRANSWEST TRUCK ST. MICHA 11/10/2025 127127 093P42644 701-49800-222 424 DPF DOWNSTREAM NOX SENSOR Fleet Services 1,045.74 TRANSWEST TRUCK ST. MICHA 11/10/2025 127127 093P42916 701-49800-222 424 NOX SENSOR CORE CREDIT Fleet Services 303.88- Total 127127: 741.86 U.S. AutoForce 11/10/2025 127128 INVO012541 701-49800-222 PD TAHOE / FIRE TAHOE TIRES Fleet Services 2,112.00 Total 127128: 2,112.00 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 101-43000-404 MATS - PW Public Works Department 37.15 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 701-49800-215 SHOP TOWELS- PW Fleet Services 3.91 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 701-49800-226 UNIFORMS - FLEET Fleet Services 33.81 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 26.09 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 601-49400-226 UNIFORMS PW-WATER DEPT Water 26.09 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 651-49910-226 UNIFORMS - STORMWATER Storm Water 76.46 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 101-43000-226 UNIFORMS -STREETS Public Works Department 72.60 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 613-49830-226 UNIFORMS GOLF Golf Course 16.29 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 101-45200-226 UNIFORMS PARKS Parks 16.29 UNIFIRST CORPORATION 11/10/2025 127129 1410176126 101-41900-223 MOPS -CLEANING TOWELS Central Services 29.88 UNIFIRST CORPORATION 11/10/2025 127129 1410179234 101-43000-404 MATS - PW Public Works Department 37.15 UNIFIRST CORPORATION 11/10/2025 127129 1410179234 701-49800-215 SHOP TOWELS- PW Fleet Services 3.91 UNIFIRST CORPORATION 11/10/2025 127129 1410179234 701-49800-226 UNIFORMS - FLEET Fleet Services 33.81 18 City of Orono Check Register- COUNCIL REPORT Page: 11 Check Issue Dates: 10/28/2025 - 11/10/2025 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Payee Issue Date Number Number UNIFIRST CORPORATION 11/10/2025 127129 1410179234 602-49450-226 UNIFORMS PW-SEWER DEPT UNIFIRST CORPORATION 11/10/2025 127129 1410179234 601-49400-226 UNIFORMS PW-WATER DEPT UNIFIRST CORPORATION 11/10/2025 127129 1410179234 651-49910-226 UNIFORMS - STORMWATER UNIFIRST CORPORATION 11/10/2025 127129 1410179234 101-43000-226 UNIFORMS -STREETS UNIFIRST CORPORATION 11/10/2025 127129 1410179234 613-49830-226 UNIFORMS GOLF UNIFIRST CORPORATION 11/10/2025 127129 1410179234 101-45200-226 UNIFORMS PARKS UNIFIRST CORPORATION 11/10/2025 127129 1410179234 101-41900-223 MOPS -CLEANING TOWELS Total 127129: US Bank Equipment Finance 11/10/2025 127130 567819511 710-49970-413 FLEET DEPT COPIER - 10/25/25-11/25/25 Total 127130: VACKER INC 11/10/2025 127131 4899 Total 127131: WATER CONSERVATION SVC IN 11/10/2025 127132 150328 Total 127132: WESTONKA ANIMAL HOSPITAL 11/10/2025 127133 3663 Total 127133: WESTSIDE WHOLESALE TIRE 11/10/2025 127134 973854 Total 127134: 225-45200-530 PARK SIGNS Department Sewer Water Storm Water Public Works Department Golf Course Parks Central Services IT Services Parks - Special Revenue Fund 601-49400-405 WATER MAIN BREAK 2032 & 2117 SHADYWOOD Water 101-42110-317 ANIMAL CARE / 25-8569 701-49800-222 LLFD E-21 TIRE REPAIR WRIGHT, BRADY 11/10/2025 127135 10.2025 CDL 101-43000437 CDL TRAINING Total 127135: XCEL ENERGY 11/10/2025 127136 950264799 602-49450-381 3425 LYRIC 09/24/25-10/23/25 XCEL ENERGY 11/10/2025 127136 951356654 613-49830-381 ELECTRIC SERVICE 9/25/25-10/24/25 XCEL ENERGY 11/10/2025 127136 951356654 101-42260-381 ELECTRIC SERVICE 9/25/25-10/24/25 XCEL ENERGY 11/10/2025 127136 951356654 101-41900-381 ELECTRIC SERVICE 9/25/25-10/24/25 XCEL ENERGY 11/10/2025 127136 951356654 101-42110-381 ELECTRIC SERVICE 9/25/25-10/24/25 XCEL ENERGY 11/10/2025 127136 951356654 101-42110-381 ELECTRIC SERVICE 9/25/25-10/24/25 Police Department Fleet Services Public Works Department Sewer Golf Course Fire Protection Services Central Services Police Department Police Department Invoice Amount 26.09 26.09 76.46 72.60 16.29 16.29 29.88 569.22 734.90 1,049.14 1,049.14 34.42 19 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 12 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount XCEL ENERGY 11/10/2025 127136 951356654 101-43000-381 ELECTRIC SERVICE 9/25/25-10/24/25 Public Works Department 190.48 XCEL ENERGY 11/10/2025 127136 951356654 101-43000-386 ELECTRIC SERVICE 9/25/25-10/24/25 Public Works Department 2,757.10 XCEL ENERGY 11/10/2025 127136 951356654 101-45200-381 ELECTRIC SERVICE 9/25/25-10/24125 Parks 37.11 XCEL ENERGY 11/10/2025 127136 951356654 601-49400-381 ELECTRIC SERVICE 9/25/25-10/24125 Water 7,267.38 XCEL ENERGY 11/10/2025 127136 951356654 602-49450-381 ELECTRIC SERVICE 9/25/25-10/24125 Sewer 2,684.55 Total 127136: 16,402.95 ZAYO GROUP LLC 11/10/2025 127137 21918966 613-49830-321 PHONE SERVICE 10/23/25-11/22/25 Golf Course 17.26 ZAYO GROUP LLC 11/10/2025 127137 21918966 101-42110-321 PHONE SERVICE 10/23/25-11/22/25 Police Department 166.22 ZAYO GROUP LLC 11/10/2025 127137 21918966 101-41900-321 PHONE SERVICE 10/23/25-11/22/25 Central Services 332.43 ZAYO GROUP LLC 11/10/2025 127137 21918966 601-49400-321 PHONE SERVICE 10/23/25-11/22/25 Water 168.76 ZAYO GROUP LLC 11/10/2025 127137 21918966 602-49450-321 PHONE SERVICE 10/23/25-11/22/25 Sewer 166.30 Total 127137: 850.97 SUNRAM CONSTRUCTION INC. 11/10/2025 127138 KENOBI PO 651-16500 25-020 KENOBI POND IMPROVEMENT 70,401.85 SUNRAM CONSTRUCTION INC. 11/10/2025 127138 KENOBI PO 651-20600 25-020 KENOBI POND IMPROVEMENT 3,520.09- Total 127138: 66,881.76 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 101-43000-404 MATS - PW Public Works Department 37.15 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 701-49800-215 SHOP TOWELS- PW Fleet Services 3.91 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 701-49800-226 UNIFORMS - FLEET Fleet Services 33.81 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 26.09 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 601-49400-226 UNIFORMS PW-WATER DEPT Water 26.09 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 651-49910-226 UNIFORMS - STORMWATER Storm Water 76.46 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 101-43000-226 UNIFORMS -STREETS Public Works Department 72.60 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 613-49830-226 UNIFORMS GOLF Golf Course 16.29 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 101-45200-226 UNIFORMS PARKS Parks 16.29 UNIFIRST CORPORATION 11/10/2025 127139 1410180847 101-41900-223 MOPS -CLEANING TOWELS Central Services 29.88 Total 127139: 338.57 AMAZON CAPITAL SERVICE 11/10/2025 20130765 13D1-XMGF- 701-49800-240 MECHANICS TOOLS/TAPE MEASURE Fleet Services 15.99 AMAZON CAPITAL SERVICE 11/10/2025 20130765 13D1-XMGF- 701-49800-221 PD SPEED TRAILER STABILIZER JACKS Fleet Services 49.99 AMAZON CAPITAL SERVICE 11/10/2025 20130765 13D1-XMGF- 701-49800-222 MRAP PARTS FOR HVAC Fleet Services 48.74 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1JXN-HL4Y-4 101-41300-489 STAFF WELLNESS FAIR Administration 54.98 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1JXN-HL4Y-4 101-41900-201 OFFICE SUPPLIES Central Services 28.60 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1KQY-TRIP- 601-49400-227 BINDER INSERTS FOR HYDRANT PARTS Water 13.99 T City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 13 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount AMAZON CAPITAL SERVICE 11/10/2025 20130765 1KQY-TR7P- 601-49400-226 SAFETY VEST Water 18.99 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1 M76-JJJT-T 710-49970-221 IT EQUIPMENT IT Services 56.75 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1 M76-JJJT-T 710-49970-221 PD PHONE CORDS AND LAPTOP BATTERY IT Services 36.09 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1 M76-JJJT-T 710-49970-221 HARD DRIVE FOR CITY LAPTOP IT Services 72.99 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1 M76-JJJT-T 710-49970-221 IPAD CASE FOR PUBLIC WORKS IT Services 22.75 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-240 GRINDING WHEEL SAW CHAIN, Public Works Department 20.54 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-240 12" MEASURING WHEEL Public Works Department 139.94 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-224 WORK GLOVES Public Works Department 34.94 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-226 CLEAR SAFETY GLASSES Public Works Department 27.99 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-226 FLAGGING PAINTS Public Works Department 49.16 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-226 FLAGGING REFLETIVE HATS Public Works Department 9.98 AMAZON CAPITAL SERVICE 11/10/2025 20130765 1PG6-41FX- 101-43000-226 FLAGGING TRAFFIC BATONS Public Works Department 24.60 Total 20130765: 727.01 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 701-49800-402 422 EMERGENCY UNLOCK AND NEW KEYS Fleet Services 367.20 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 602-49450-227 SOUTH WATER PLANT GENERATOR PARTS Sewer 2,362.82 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-43000-222 SNOW PLOW BELTING FOR SNOW PLOW SNOW Public Works Department 1,143.16 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-43000-226 FLASH LIGHT CLIPS Public Works Department 15.43 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-201 ID CARDS Police Department 100.00 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-416 PELOTON MEMBERSHIP Police Department 47.76 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-439 CAKE FOR 40 YEAR CELEBRATION Police Department 89.48 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-439 MEEETING WITH REP MYEYERS Police Department 7.37 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41110-439 CITY COUNCIL MEAL 09/23/2025 Mayor & Council 157.79 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41110-439 CITY COUNCIL MEAL 10/13/2025 Mayor & Council 177.80 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41300-437 SUPERVISOR TRAINING - LUSIAN Administration 346.59 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41300-433 NORTHERN TOOL MEMBERSHIP RENEWAL Administration 39.99 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 710-49970-416 ASSET MANAGEMENT SOFTWARE IT Services 712.54 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 601-49400-437 HYDRANT TRAINING Water 300.00 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 601-49400-405 HENNEPIN COUNTY PERMITS FOR WATER MAI Water 700.00 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 602-49450-437 SEWER SCHOOL FOR BRIAN CLARK Sewer 597.58 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 225-45200-221 TREE DONATION PLAQUE Parks - Special Revenue Fund 102.48 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 613-49830-094 CONCESSIONS Golf Course 23.36 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 613-49830-093 CONCESSIONS Golf Course 14.68 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 613-49830-094 SPECIAL EVENTS Golf Course 317.37 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 613-49830-093 POP Golf Course 66.42 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42400-437 SENSIBLE LAND USE COALITION TRAINING Building & Zoning 58.00 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 710-49970-416 ZOOM SUBSCRIPTION IT Services 15.99 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41500-437 MNGFOACONFERENCE -JIN Finance Department 408.69 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41300-489 STAFF CONDOLENCES FLOWERS Administration 87.74 21 City of Orono Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Page: 14 Nov 06, 2025 11:02AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-41300-489 STAFF APPRECIATION - NEW BABY Administration 78.36 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-437 LODGING FOR MULT. TRAININGS Fire Protection Services 3,096.92 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-437 AIRFARE FOR TRAINING Fire Protection Services 1,574.68 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-437 ONLINE CEVO TRAINING Fire Protection Services 476.00 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-437 NOZZLE FORWARD TRAINING Fire Protection Services 284.63 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-219 MEDICAL SUPPLIES Fire Protection Services 1,375.19 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-340 VEHICLE CLEANING SUPPLIES Fire Protection Services 59.62 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42260-340 CAR WASH Fire Protection Services 31.48 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-439 COMMUNITY EVENT Police Department 19.63 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-437 SWAT EVENT/RIPLEY Police Department 22.71 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-437 IACP CONFERENCE/WITTKE Police Department 21.33 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-437 IACP CONFERENC/WITTKE Police Department 25.55 CARDMEMBER SERVICE 11/10/2025 20130766 10.2025 CAR 101-42110-437 IACP CONFERENC/WITTKE Police Department 24.97 Total 20130766: 15,351.31 HOME DEPOT CREDIT SERVIC 11/10/2025 20130767 9512008 101-45200-221 EQUIPMENT SUPPLIES Parks 31.84 Total 20130767: 31.84 MEDSURETY LLC 11/10/2025 20130768 45829 101-41900-319 NOVEMBER 2025 FEES Central Services 205.00 Total 20130768: 205.00 PSN: PAYMENT SERVICE INVOI 11/10/2025 20130769 317963 602-49450-312 SEWER FUND PSN FEES 10.25 Sewer 360.93 PSN: PAYMENT SERVICE INVOI 11/10/2025 20130769 317963 651-49910-312 STORMWATER PSN FEES 10.25 Storm Water 360.93 PSN: PAYMENT SERVICE INVOI 11/10/2025 20130769 317963 601-49400-312 WATER FUND PSN FEES 10.25 Water 360.94 PSN: PAYMENT SERVICE INVOI 11/10/2025 20130769 318176 101-41900-312 BUILDING PERMIT PSN FEES 10.25 Central Services 30.25 Total 20130769: 1,113.05 WEX BANK 11/10/2025 20130770 108171006 101-45200-212 FUEL Parks 71.50 Total 20130770: 71.50 METROPOLITAN COUNCIL- SAC 11/10/2025 20130771 10.2025 SAC 101-20809 SAC 10/2025 4,970.00 METROPOLITAN COUNCIL- SAC 11/10/2025 20130771 10.2025 SAC 602-39610 SAC 10/2025 DISCOUNT 49.70- Total 20130771: 4,920.30 City of Orono Check Check Invoice Payee Issue Date Number Number Grand Totals: Check Register- COUNCIL REPORT Check Issue Dates: 10/28/2025 - 11/10/2025 Invoice GLAccount Description Page: 15 Nov 06, 2025 11:02AM Department Invoice Amount 434,563.03 23 AGENDA ITEM Date: November 10, 2025 Title: Meeting Calendar 2026 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Purpose: The purpose of this item is to approve the calendar of official public meetings for 2026. Item: 3 2. Background: The calendar has been revised and satisfies the public notice requirement for regular business meetings and work sessions of the City Council, as well as the Planning and Park Commissions. Regular business meetings are for items ready for formal action and held in the council chambers with City Council on the second and fourth Monday of each month, Planning Commission on the third Monday of each month, and Park Commission in February, May, June, October, and November. Work sessions are for members to learn and discuss topics before taking action at a regular business meeting. City Council work sessions are at 5 pm on the second and fourth Monday of each month, Planning Commission work sessions are scheduled as needed, and Park Commission work sessions are planned for January, February, April, June, August, October, and November. Official business is not conducted on observed holidays and offices are closed New Year's Day, Friday after New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Juneteenth, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, Christmas Eve, and Christmas Day. 3. Staff Recommendation: Approve the 2026 meeting calendar. COUNCIL ACTION REQUESTED Approve the official public meeting calendar for 2026. Exhibits A. 2026 Official Meetings Calendar 24 CITY OF ORONO Yl, OFFICIAL MEETING CALENDAR 2026 '1A fri iti� January Su Mo Tu We Th Fr Sa 6 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18119120 21 22 23 24 25 26 27 28 29 30 L A ril Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 119120121 22 23 24 25 1261271281291301 Jul Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 120 121 22 23 24 25 26127128129130131 October Su Mo Tu We Th Fr Sa 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18119120 21 22 23 24 25 26 27 28 29 30 31 February Su Mo Tu We Th Fr Sa 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Lj24j2LFjL7 28 Ma Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 F%11 25126127 128129 30 August Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24125126 127 128 29 1301311 November Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 121 22 23 24125 26 27 28 29 30 --d— March Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 123124 125126 127 28 29 30 31 June Su Mo 1 Tu 2 We Th Fr Sa 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Se tember Su Mo Tu We Th Fr Sa 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 127128129 30 December Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7* 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 E Council Meeting 6pm Council Work Session 5pm Council Meeting w/Truth in Taxation 6pm * Planning Commission Meeting 6pm Planning Commission Work Session 5pm (scheduled/posted as needed) • Park Commission Meeting 6pm Park Commission Work Session 5pm and Meeting 6pm Park Commission Work Session 6pm H Holiday Observed E Election Day Aug 11 and Nov 3 W:\Calendars - Official City\2026\2026 Official Meetings Calendar DRAFT Updated 11/5/2125 AGENDA ITEM Date: November 10, 2025 Title: Work Session Schedule Presenter: Christine Lusian, City Clerk Section: Consent Agenda Purpose: The purpose of the action item is to schedule future work sessions. Item: 4 2. Background: A. Work Sessions: This item provides an opportunity for Council Members to propose and agree on topics for upcoming work sessions. The table below outlines scheduled topics and dates. Proposed topics are shown in italics. Council is invited to indicate interest in holding a work session on these items or to provide alternative direction. 2025 2026 Date Time Topic Date Time Topic 14 Jul 5-6 pm Code Enforcement Average Lakeshore Setback 12 Jan 5-6 pm Council Goals for 2026 28 Jul 5-6 pm General Fund Budget Update 26 Jan 5-6 pm Survey Prep - Community Management Plan 11 Aug 5-6 pm Communications Update 9 Feb 5-6 pm Average Lakeshore Setback 25 Aug 4-6 pm Budget - Enterprise Funds 23 Feb 5-6 pm Solid Waste Diversion 8 Sep 5-6 pm Preliminary Levy/ Budget 9 Mar 5-6 pm Tobacco Sales and Use 22 Sep 5-6 pm City Facilities Review 23 Mar 5-6 pm 13 Oct 4-6 pm Draft Capital Improvement Plans 13 Apr 5-6 pm 27 Oct 4-6 pm Draft Capital Improvement Plans 27 Apr 5-6 pm 10 Nov 5-6 pm Fee Schedule Update 11 May 5-6 pm 24 Nov 5-6 pm Community Management Plan Overview 25 May 5-6 pm Survey Recap - Community Management Plan 8 Dec - -- 8 Jun 5-6 pm - - -- 22 Jun 5-6 pm Budget - Preliminary Guidance B. Council Training, Orientation, and Special Work Sessions: This provides an opportunity for Council Members to propose and agree on additional training. Based on Council direction, staff will prepare and deliver the requested sessions. The table below outlines scheduled topics and dates. Proposed topics are shown in italics. Council is invited to indicate interest or provide alternative direction. Date and Time Subject Location Staff Lead Mar 7, 8:30-10:00 Salt and Commodities Tours Wayzata and Medina DJ Apr 4, 10:00-12:00 Orono's Conservation Design Code Orientation Council Chambers Laura 26 May 21-22 Oct 8, 9:00-11:00 3. Process: New Council Member Orientation (CM Schwingler) City Hall Sustainability / Resiliency City Hall Dept Heads Adam, Laura, DJ The work session dates and times are set by the city's official meeting calendar, which the staff presents and the council approves in the November timeframe for the following year. Historically, the city has scheduled two hours per month for work sessions. Sometimes that has been one, two- hour session per month with more recent schedules having two, one -hour sessions per month. These regularly scheduled meetings have then been augmented by special meetings to cover specific topics that do not fit within the regular schedule, or require additional time to adequately cover a given topic. 4. Staff Recommendation: Staff recommends that the next work session proceed as scheduled. If the Council would like to adjust the schedule, please provide that guidance and staff will make the necessary changes. COUNCIL ACTION REQUESTED Consider a motion to approve the work session schedule. 4A AGENDA ITEM Date: November 10, 2025 Item: 5 Title: Adopt 2026 Shoreline Fire Department Operating Budget and Capital Improvement Plan Presenter: Maggie Jin, Finance Director Section: Consent Agenda Purpose: The purpose of this agenda item is to adopt the 2026 Shoreline Fire Department Operating Budget and Capital Improvement Plan. 2. Background: The Joint Powers Agreement (JPA) lays out the process for development of and approval of the annual operating budget and capital improvement plan (CIP) for the Shoreline Fire Department. Per section 15.5 of the JPA, the board must prepare and provide a budget which includes the capital improvement plan amount for 2026 no later than 45 days prior to the operative date. For an Operative Date of 1 January 1st, 2026 this would be November 17th. The Cities then have 30 days to approve the capital improvement plan. Over the past several months, the staff of Long Lake and Orono along with the fire chiefs of the two departments prepared a draft budget and capital improvement plan. The Shoreline Fire Department approved its 2026 operating budget and capital improvement plan at the November 3, 2025 board meeting, thus the City of Long Lake and the City of Orono have until December 3rd, 2025 to approve. 3. Cost: Per the JPA, each Member (City) shall contribute an allocated share of the total operating budget and equipment capital expenses as established by the Board, using the follow equation: estimated property market value within each Member's service area (1/3 of allocation), population of Member's service area (1/3 of allocation), and total number of calls from each Member's service area (1/3 of allocation). In addition, Orono agree to pay $50,000 annually to assist the City of Long Lake in their share of operating and capital expenses for the first five (5) years. Based on the formula, the City of Orono's contribution to Shoreline Fire Department is 85.42%, thus for the operating budget is $1,047,780 and for capital expenditure is $455,746 for a total contribution of $1,503,526 for 2026. Facilities capital improvement plan is for reference only and must be approved by each Member at time of improvement. Funding. The cost of the fire services provided by the Shoreline Fire Department will be part of the 2026 General Fund budget and the Fire Capital Fund levy. 4. Staff Recommendation: Staff recommends approval of the 2026 Shoreline Fire Department Operating Budget and Capital Improvement Plan. 28 COUNCIL ACTION REQUESTED A motion to approve the 2026 Shoreline Fire Department Operating Budget and Capital Improvement Plan. Exhibits A. Shoreline Fire Department 2026 Budget Book B. Shoreline Fire Department 2026 Capital Improvement Plan 29 2026 UDGET SHORELINE FIRE DEPARTMENT Shoreline Fire Department 2026 Annual Budget Table of Contents Section 1: Operating Budget Revenue ByCategory.......................................2 By Line Detail....................................3 Expenditure ByCategory.......................................4 By Line Detail....................................5 Section 2: Capital Budget Summary Revenue By Category ........................7 Expenditure By Category..................7 Revenue By Line Detail ...........................8 Expenditure By Line Detail......................8 Section 3: Supplemental Information Fire Cost Allocation.................................9 Wage Allocation......................................10 Page 1 of 10 31 Shoreline Fire Department 2026 Operating Budget Revenue by Category 2026 Budget Intergovernmental Revenues 1,246,630 Charges for Service 53,430 Operating Revenue Total 1,300,060 charges for service 4% Intergovernmental Revenues 96 Page 2 of 10 32 Shoreline Fire Department 2026 Operating Budget Revenue by Line Item Detail 2026 Budget Intergovernmental Revenues Training Grants 20,000 JPA Agreement - Orono 1,047,780 JPA Agreement - Long Lake 178,850 Total Intergovernmental Revenues 1,246,630 Charges for Service Building Rental Revenue 5,230 Contractual Agreement - Minnetonka Beach 48,200 Total Charges for Service 53,430 Operating Revenue Total 1,300,060 Page 3 of 10 33 Personal Services Supplies & Maintenance Insurances Professional Services Other Expenses Operating Expenditure Total Shoreline Fire Department 2026 Operating Budget Expenditure By Category OFD 2025 LLFD 2025 Combined Budget Budget 2025 Budget 667,800 426,262 1,094,062 131,600 149,900 281,500 10,000 9,750 19,750 107,000 74,500 181,500 123,600 128,420 252,020 Dollar % 2026 Increase Increase Budget Decrease Decrease 862,900 (231,162) -21.13% 150,300 (131,200) -46.61% 11,400 (8,350) -42.28% 70,000 (111,500) -61.43% 205,450 (46,570) -18.48% 1,040,000 788,832 1,828,832 1,300,050 (528,782)-40.71% PROGRAM DESCRIPTION & OBJECTIVES: The Shoreline Fire Department provides fire suppression service for the City of Long Lake and the City of Orono. The department also responds to medical emergencies and fire code enforcement. OPERATING COST ACTIVITIES: * Personal Services include the wages and employment taxes for the Fire Department. Staff includes: Fire Chief, Deputy Chief, Fire Marshal, 12 Duty Crew (PT), 30-35 Paid On Call Firefighters * Supplies & Maintenance include the operating supplies and maintenance expenses on fire equipment and facilities. * Insurance Expenses includes general, liability, and auto insurance costs. * Professional Services includes auditing service, legal consulting, IT service, facilities service, medical for new firefighters. * Other Expenses includes utilities, software licensing, memberships and dues, training and development and other miscellaneous charges related to fire operations. OPERATING BUDGET NET INCOME/(LOSS) 10 10 NA Page 4 of 10 34 Shoreline Fire Department 2026 Operating Budget Expenditure by Line Item Detail OFD & LLFD Dollar % OFD 2025 LLFD 2025 Combined 2026 Increase Increase Budget Budget 2025 Budget Budget Decrease Decrease Personal Services Full -Time Employees Regular 139,950 116,000 255,950 296,400 40,450 15.80% Part -Time Employees 300,000 0 300,000 200,200 (99,800) -33.27% Paid -On -Call Employees 100,000 215,262 315,262 154,600 (160,662) -50.96% PERA 77,900 21,500 99,400 87,900 (11,500) -11.57% FICA 7,850 15,000 22,850 19,100 (3,750) -16.41% Benefit Contribution 20,600 14,500 35,100 55,100 20,000 56.98% Worker's Comp Insurance 21,500 44,000 65,500 49,600 (15,900) -24.27% Total Personal Services 667,800 426,262 1,094,062 862,900 (231,162)-21.13% Supplies & Maintenance Office supplies Printed Forms & Paper Fire Prevention Materials IT Supplies Motor Fuels Shop Supplies Chemicals Medical Supplies Equipment Parts & Accessories Bldg/Grounds Maintenance Supplies Clothing & Personal Equipment Training Supplies Equipment Parts - SCBA and Small Tools Repairs/Maint - Buildings Repairs/Maint - Grounds Repairs/Maint-Automotive Equipment Repairs/Maint- Office Equipment Repairs/Maint -Misc. Equipment 2,000 1,000 3,000 1,000 (2,000) -66.67% 0 500 500 500 0 0.00% 0 1,500 1,500 2,000 500 33.33% 0 0 0 4,000 4,000 NA 10,000 15,300 25,300 15,500 (9,800) -38.74% 2,000 2,200 4,200 2,000 (2,200) -52.38% 1,600 1,500 3,100 0 (3,100) -100.00% 4,000 3,800 7,800 6,500 (1,300) -16.67% 3,000 3,500 6,500 5,000 (1,500) -23.08% 2,000 1,250 3,250 2,500 (750) -23.08% 40,000 44,500 84,500 27,000 (57,500) -68.05% 2,000 900 2,900 2,000 (900) -31.03% 8,000 7,700 15,700 9,000 (6,700) -42.68% 25,000 25,500 50,500 20,000 (30,500) -60.40% 0 3,600 3,600 1,800 (1,800) -50.00% 32,000 27,000 59,000 30,000 (29,000) -49.15% 0 4,650 4,650 1,500 (3,150) -67.74% 0 5,500 5,500 20,000 14,500 263.64% Total Supplies & Maintenance 131,600 149,900 281,500 150,300 (131,200)-46.61% Insurances General Liability Insurance 6,800 9,500 16,300 8,000 (8,300) -50.92% Property Insurance 550 0 550 500 (50) -9.09% Automotive Insurance 1,050 0 1,050 900 (150) -14.29% Equipment Floaters Insurance 1,050 0 1,050 1,000 (50) -4.76% Umbrella Liability Insurance 550 0 550 500 (50) -9.09% Insurance Claims 0 250 250 500 250 100.00% Total Insurances 10,000 9,750 19,750 11,400 (8,350)-42.28% Page 5 of 10 35 Shoreline Fire Department 2026 Operating Budget Expenditure by Line Item Detail OFD & LLFD Dollar % OFD 2025 LLFD 2025 Combined 2026 Increase Increase Budget Budget 2025 Budget Budget Decrease Decrease Professional Services Auditing and Accounting Services 0 7,500 7,500 7,500 0 0.00% Medical Fees 0 16,000 16,000 16,000 0 0.00% Legal Consulting 2,000 2,500 4,500 2,500 (2,000) -44.44% Insurance Agent Fee 0 0 0 2,000 2,000 NA Turn Out Gear Washing & Repair 30,000 0 30,000 15,000 (15,000) -50.00% IT Services 50,000 8,500 58,500 15,000 (43,500) -74.36% Facilities Services 0 16,000 16,000 2,000 (14,000) -87.50% Professional Services * 25,000 24,000 49,000 10,000 (39,000) -79.59% Total Professional Services 107,000 74,500 181,500 70,000 (111,500)-61.43% Other Expenses Telephone/Internet/Data Travel Expenses General Advertising Printing & Publishing Electric Utilities City Utilities Gas Utilities Radio Rentals Software Licensing Memberships and Dues Training & Development Meeting Expenses Licenses & Taxes Miscellaneous Expenditures 4,000 21,070 25,070 15,000 (10,070) -40.17% 1,000 1,400 2,400 0 (2,400) -100.00% 3,000 0 3,000 2,000 (1,000) -33.33% 5,000 0 5,000 3,500 (1,500) -30.00% 18,000 17,000 35,000 17,000 (18,000) -51.43% 2,500 5,400 7,900 9,000 1,100 13.92% 0 17,500 17,500 17,500 0 0.00% 40,000 28,700 68,700 40,000 (28,700) -41.78% 0 0 0 40,000 40,000 NA 4,000 4,750 8,750 4,750 (4,000) -45.71% 40,000 28,500 68,500 50,000 (18,500) -27.01% 1,000 1,500 2,500 1,500 (1,000) -40.00% 100 100 200 200 0 0.00% 5,000 2,500 7,500 5,000 (2,500) -33.33% Total Other Expenses 123,600 128,420 252,020 205,450 (46,570)-18.48% Operating Expenditure Total 1,040,000 788,832 1,828,832 1,300,050 (528,782)-28.91% *Note that LLFD Service to Orono is removed from OFD's operating budget ($558,000), captured as part of LLFD's operating budget. OPERATING BUDGET NET INCOME/(LOSS) 10 10 NA Page 6 of 10 36 Shoreline Fire Department 2026 Capital Budget Revenue By Category 2026 Budget Intergovernmental Revenues 475,000 Other Financing Sources 150,000 Capital Revenue Total 625,000 Shoreline Fire Department 2026 Capital Budget Expenditure By Category Capital Outlay Capital Expenditure Total CAPITAL REVENUE OVER EXPENDITURE 2026 Budget 612,600 612,600 12,400 Page 7 of 10 37 Shoreline Fire Department 2026 Capital Budget Revenue by Line Item Detail 2026 Budget Intergovernmental Revenues JPA Agreement - Orono 455,746 JPA Agreement - Long Lake 19,254 Total Intergovernmental Revenues 475,000 Other Financing Sources Sale of Assets 150,000 Total Other Financing Sources 150,000 Operating Revenue Total 625,000 Shoreline Fire Department 2026 Capital Budget Expenditure by Line Item Detail 2026 Budget Capital Outlay Automotive 379,600 Other Equipment 233,000 Total Capital Outlay 612,600 CAPITAL REVENUE OVER EXPENDITURE 12,400 Page 8 of 10 38 Shoreline Fire Department Fire Contract Cost Allocation 2026 Budget Total Orono Long Lake Call Hours Year Calls Calls % Calls 2022 372 311 83.60% 61 16.40% 2023 437 365 83.52% 72 16.48% 2024 471 387 82.17% 84 17.83% Total 1,2801 1,063 83.05%1 217 16.955/6 Estimated Market Value Millions $1 Millions $ % I Millions $ 5,504.601 5,023.191 91.25%1 481.411 8.75% Population Populationi Population % I Population 10,227.001 8,382.001 81.96%1 1,845.00 18.04 / Combined Allocation Factors Call Hours Estimated Market Value Population Weight Factor 1/3 1/3 1/3 Factor as 33% 27.68% 5.65% 33% 30.42% 2.92% 33% 27.32% 6.01% Allocation % I I 1 85.42%1 i 14.58% Allocated Amounts Operating Budget $ 1,226,620 $ 1,047,782 85.42% $ 178,838 14.58% Capital Allocation $ 475,000 $ 405,746 85.42% $ 69,254 14.58% Total $ 1,701,620 $ 1,453,528 85.42% $ 248,092 14.58% Page 9 of 10 39 Shoreline Fire Department Wage Allocation 2026 Budget Department/Position Title Rate Hours Estimated Wage Fire Chief 65.00 2,080 135,200 Deputy Chief 55.00 2,080 114,400 Fire Marshal 45.00 1,040 46,800 Duty Crew 20.00 7,592 151,840 Fire Prevention Specialist 2.00 1,040 2,080 Fire Admin 2.00 1,040 2,080 Officer Pay 2.50 1,040 2,600 Training/Meeting Hours 20.00 2,080 41,600 POC Fire Fighter Call Pay 16.60 3,000 49,800 POC Fire Fighter Trng Pay 16.60 3,750 62,250 POC Fire Officer Pay 20,638 POC Duty Officer Pay 6.00 3,640 21,840 Page 10 of 10 40 Fire Equipment Capital Improvement Plan Current Year 5-Year CIP Planning Period Description 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 Engine / Pumper Stationl (North) 235,000 195,000 195,000 195,000 195,000 195,000 195,000 Medical / Brush/ Utility Stationl (North) Tanker Tender Stationl (North) Order 500,000 Engine/Pumper Station2 (Navarre) Order 250,000 205,000 205,000 205,000 205,000 205,000 Medical / Brush / Utility Station2 (Navarre) 155,000 50,000 50,000 50,000 50,000 50,000 Tanker Tender Station2 (Navarre) Chief's vehicle Order 110,000 Duty officer Vehicle Order 110,000 Fire Marchal/ Inspector Order 110,000 Deputy Chief Vehicle Order 110,000 Pick up truck for support functions Order 100,000 Ladder Truck Order Lake Minnetonka Boat Order 175,000 150,000 Zodiac with trailer Brush/Medical ATV on Trailer Order 100,000 Lake Minnetonka Dock Order 12,500 Order 10,000 Back up Engine 94,600 94,600 94,600 94,600 Back up Engine Self Contained Breathing Apparatus 64,000 Order 300,000 Turn Out Gear (10 sets per year) 53,000 54,325 55,683 57,075 58,502 59,965 61,464 63,000 64,575 66,190 Start up and Rebranding 180,000 Total 313,600 612,600 393,925 507,783 477,075 703,502 1 859,965 571,464 378,000 889,575 381,190 41 Description Expenditure Equipment CIP Total Expenditure Revenue Municipal Allocations (Equipment with 2% inflater) Equipment Sales Merger Total Revenue Change in Fund Balance Ending Fund balance Fire Capital Fund Summary Current Year 5-Year CIP Planning Period 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 313,600I 612,600 393,925 507,783 477,075 703,502I 859,965 571,464 378,000 889,575 381,190 411,000 475,000 484,500 494,190 150,000 411,000 625,000 484,500 494,190 97,400I 12,400 90,575 (13,593 0 12,400 102,975 89,382 477,075 703,502I 859,965 571,464 378,000 889,575 381,190 504,074 514,155I 524,438 534,927 545,626 556,538 567,669 504,074 514,1551 524,438 534,927 545,626 556,538 567,669 26,999 (189,347)1 (335,526) (36,537) 167,625 (333,037) 186,479 116,380 (72,966) (408,493) (445,029) (277,404) (610,441) (423,962) 42 Fire Facility Capital Improvement Plan Current Year 5-Year CIP Planning Period Description 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 Facility Assessment 10,000 AC Unit Replacement 100,000 Roof Rehabilitation 800,000 Carpet and Paint 85,000 Fiber to Willow Dr. Station 50,000 Adjustments for Duty Crew 50,000 Fiber to Navarre Station 70,000 IT Access Points 15,000 IT switch 8,500 Total 100,000 1 110,000 23,500 70,000 800,000 0 1 0 0 0 0 85,000 Funding Source City of Orono 85,000 55,000 23,500 70,000 400,000 0 0 0 0 0 42,500 City of Long Lake 15,000 55,000 0 0 400,000 0 0 0 0 0 42,500 Total 100,000 110,000 23,500 70,000 800,000 0 0 0 0 0 85,000 *Facility Capital is provided for reference only and must be approved by each City Council. 43 AGENDA ITEM Date: November 10, 2025 Title: 2025 Fund Transfers - Resolution 7642 Presenter: Maggie Jin, Finance Director Section: Consent Agenda Purpose: The purpose of this action item is to approve 2025 transfers. Item: 6 2. Background: The City of Orono sometimes transfers funds to balance or close out fund accounts, reimburse funds from another fund, save for capital projects, and to make operating transfers. These transfers typically fall into the following categories: A. Budgeted Transfers — Items designated in that year's budget when originally adopted for the purpose of providing support from one fund to another. B. Fund Obligations i. Payments from one fund to another, to reimburse expenses incurred by one fund on behalf of another. This is generally for City portions of special assessments, or for equipment capital outlay. ii. Loan payments from one fund to another. Loans are generally made to construction funds, for the purpose of payment of expenses incurred prior to the sale of bonds and the levying of special assessments. In addition, certain loans are necessary to fund major undertakings when the fund incurring the expense does not have adequate cash flow available to complete the project. 3. Staff Recommendation: Staff recommends approval of the 2025 Transfers as presented. COUNCIL ACTION REQUESTED Motion to approve Resolution 7642 to authorize the 2025 transfers as presented on the attached resolution. Exhibits A. Resolution 7642 - 2025 Fund Transfers 44 CITY OF ORONO �- RESOLUTION OF THE CITY COUNCIL NO.7642 KESH��� RESOLUTION AUTHORIZING TRANSFER OF FUNDS WHEREAS, the City of Orono sometimes transfers funds to balance or close out fund accounts, reimburse funds from another fund, save for capital projects, and to make operating transfers; NOW, THEREFORE, BE IT RESOLVED that the Orono City Council hereby approves the following transfers: Transfer From Transfer To Amount Purpose Reimburse Cable Franchise Fund from the General Fund. Implementation and Republication of Orono Municipal Code Project was approved to be Cable Franchise Fund funded from the Central Service department in the General Fund (101) (614) $17,513.00 General Fund upon project authorization by Council at the September 26, 2022 Council meeting, however, was paid out of the Cable Franchise Fund. Project expenditures were paid between 2022 to 2025. Council directed transfer to reverse the 2023 transfer for the payment of the new Public Works Facilities Fund (440) Water Fund (601) $1,000,000.00 building. The building supports utility function; thus, the original transfer was made to support the new infrastructure. Annual Debt Service transfer for the water portion 2014A Debt Service Fund of the 2014A bond. The bond was for the painting Water Fund (601) (322) $90,000.00 of the north water tower, upgrades to both water plants and a second well for the north system to provide additional capacity. Improvement & General Fund (101) Equipment Outlay Fund $125,000.00 Annual Operating Transfer for Capital Purchases (405) General Fund (101) Fleet Fund (701) $52,450.00 Annual Operating Transfer for Capital Purchases Improvement & Sewer Fund (602) Equipment Outlay Fund $100,000.00 Annual Operating Transfer for Capital Purchases (405) Improvement & Stormwater Fund (651) Equipment Outlay Fund $145,000.00 Annual Operating Transfer for Capital Purchases (405) Improvement & Fleet Fund (701) Equipment Outlay Fund $255,000.00 Annual Operating Transfer for Capital Purchases (405) 45 ADOPTED this 1 Oth day of November 2025, by the City Council of the City of Orono. ATTEST: Christine Lusian, City Clerk Bob Tunheim, Mayor 46 AGENDA ITEM Date: November 10, 2025 Title: Legal Agreement Fee Update Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Purpose: The purpose of this item is to update the Agreement for Legal Services Fee Schedule. 2. Background: The City of Orono engages with Campbell Knutson for City Attorney Services. Campbell Knutson has updated their fees. Item: 7 3. Cost: The hourly rate for Attorneys will be $190.00 and $100 for Law Clerks and Legal Assistants for General Civil Municipal Work. The last fee increase for legal services was in 2021. 4. Funding: General civil municipal legal services are part of the operating budgets. Staff Recommendation: Staff recommend approval of the Agreement in Exhibit A. COUNCIL ACTION REQUESTED Move to approve the agreement for legal services between the City of Orono and Campbell Knutson in Exhibit A. Exhibits A. Agreement for Legal Services Orono - Campbell Knutson 2025 iVA AGREEMENT FOR LEGAL SERVICES BETWEEN THE CITY OF ORONO AND CAMPBELL KNUTSON, Professional Association THIS AGREEMENT is by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and CAMPBELL KNUTSON, Professional Association, a Minnesota corporation ('Attorney"). NOW, THEREFORE, in consideration of the mutual undertakings herein, the parties hereto agree as follows: 1. SERVICES AND RELATIONSHIP. A. The Attorney shall furnish and perform general civil municipal and code enforcement legal services for the City. B. The Attorney shall be engaged as an independent contractor and not as a City employee. The Attorney is free to contract with other entities. 2. TERM. A. The Attorney shall serve at the pleasure of the City Council and this Agreement may be terminated without cause by resolution of the City Council. B. The Attorney may terminate this Agreement at any time, provided that the Attorney shall give the City thirty (30) days written notice before the termination becomes effective 3. PAYMENT. The Attorney will bill the City monthly. Payments for legal services provided the City shall be made in the manner provided by law. The City will normally pay for services within thirty (30) days of receipt of a statement for services rendered. Fees and costs will be charged as set 1 200922v2 M forth in the attached Fee Schedule. The Fee Schedule may be amended from time to time by agreement of the City and Attorney. 4. INSURANCE. The Attorney will purchase and maintain sufficient insurance to protect Attorney against claims for legal malpractice. 5. ANNUAL REVIEW. The Attorney's performance may be reviewed annually or more often as deemed appropriate by the City Administrator or City Council. 6. MISCELLANEOUS. of Minnesota. A. Governing Law. This Agreement shall be governed by the laws of the State B. Assignment. The Attorney may not assign or refer any of the legal services to be performed hereunder without the consent of the Orono City Council. C. Effective Date. This Agreement shall be effective January 1, 2026 and shall continue indefinitely. This Agreement shall not be modified or amended without the approval in writing of the parties. Dated: -� ` Z y , 20 Z s Dated: July 28, 2025 CITY OF ORONO CAMPBELL KNUTSON Professional Association By: By: �. Bob Tunheim, Mayor Soren M. Mattick And: Adam Edwards, City Administrator 2 200922v2 0 U3 FEE SCHEDULE A. General Civil Municipal.- All Attorneys $190.00 per hour; Law Clerics and Legal Assistants $100.00 per hour. B. Pass -through Legal Services: All Attorneys $275.00 per hour and paralegal/legal assistants currently ranging from $100.00 to $150.00 per hour, for legal services that are passed through to third parties according to the City policies, or financed as part of a specific project or fund, or which constitute active representation of the City in agency or legislative proceedings, grievance or interest arbitrations, real estate acquisitions and condemnations, pre -litigation, litigation and appellate matters. C. Meetings: Attorney attendance at City Council and all other meetings will be billed at the actual hourly rates listed in Paragraph A above. D. Minimum Billing Increment: The minimum billing increment for all services is two -tenths (2/10) of an hour. E. Cost: Out-of-pocket costs without mark-up. Costs include: • Westlaw and Lexis/Nexis legal research • recording fees and tract index search fees • postage of 500 or more • photocopies at 200 per copy • color copies at 40¢ per copy • litigation (court filing fees, expert witnesses, acquisitions, subpoenas, service of process, etc.) 3 2oo922v2 AGENDA ITEM Date: November 10, 2025 Title: Lake Access Orchard Beach Place - Resolution 7636 Presenter: Joe Ruthenberg, Superintendent - Parks, Facilities Section: Consent Agenda Item: 8 Purpose: To designate as open for public access and approve the marking of the lake access point at Orchard Beach Place. 2. Background: The lake access point located at Orchard Beach Place was identified for marking in a 2014 study and again in 2021 to avoid future encroachment. In 2022, the parks lake access sub -committee recommended the site for marking. At its November 4th meeting, the Parks Commission voted to recommend marking the site. If marked and designated for public access, staff, council, and the parks commission should look for improvements to this site with ease of access and amenities. 3. Staff Recommendation: Recommend approving the resolution to add lake access markings and signage at the lake access point on Orchard Beach Place. 4. Park Commission Action Requested: Approve Resolution 7636 to designate for public access, and add lake access markings and signage at the lake access point on Orchard Beach Place. Exhibits A. Orchard Beach Place Map B. Orchard Beach Place C. Orchard Beach Place 2 D. Orchard Beach Place 3 E. Orchard Beach Place 4 F. Resolution 7636 - Lake Access Orchard Beach Place 51 #31: Orchard Beach Place 100 ft 25 m Current status/recommendations: Current Usage: None Watercraft Swim Fish Staked: Yes No Other signage (describe): Are signs, amenities, etc. up to park standards? Yes Existing amenities: Gate Table Bench Bike rack Parking: Yes No Comments: West Arm Bay West of 1530 • 50' platted road right-of-way extends to shoreline • tree growth and topography limits vehicular access • Provides drainage and has sanitary lift station and generator Foot Other Drainage TBD No Parking: Yes No Dock Trash Pet station 83 L" N �,'7 �r 4 4► -Kn y Aq -0 Usv r Ar ti ;i' A kl:F r / \4�.«� � � ■ jn , , 0 56 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.763 6 A RESOLUTION DESIGNATING PUBLIC LAKE ACCESS AND AUTHORIZING INSTALLATION OF ACCESS MARKINGS AND SIGNAGE AT ORCHARD BEACH PLACE WHEREAS, the City of Orono is committed to maintaining and improving public access to its lakes for the benefit and enjoyment of residents and visitors; and WHEREAS, the City has identified an existing lake access point located at the end of Orchard Beach Place as a suitable and historically utilized location for public access; and WHEREAS, the City Council finds it in the public interest to formally designate this location as a public lake access point to ensure continued access, clarity of use, and proper management of the site; and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Orono, Hennepin County, Minnesota that the lake access point located at the end of Orchard Beach Place is hereby designated as a public lake access site. City staff are authorized to install public access signage and markings at the site to clearly identify and improve visibility of the access point. Staff are further directed to maintain the area in accordance with City standards for public access locations. Adopted by the City Council of Orono, Minnesota at a regular meeting held on November 10, 2025. ATTEST: CITY OF ORONO Christine Lusian, City Clerk Bob Tunheim, Mayor 57 AGENDA ITEM Date: November 10, 2025 Title: Facilities Improvements - City Hall Campus Presenter: Maggie Jin, Finance Director Section: Consent Agenda Item: 9 Purpose: The purpose of this council item is to gain council approval for improvements to City Hall campus, which includes security upgrades to the reception area, ADA compliance to the Police Station front entry, and furnace and air conditioner replacement. 2. Background: Due to a recent incident at City Hall, staff reevaluated the security at the City Hall reception area. The last modification to the area was in October 2020 to conform to COVID-19 guidance. With the reevaluation of the City Hall reception area, additional security measures are recommended. Staff have discussed additional measure to ensure safety at the reception area. Staff have sent out reminders on doorbell plan, swing gate protocol, door access restriction and panic button use. There are additional measures that staff is recommending. This includes: • Alternative doors for the reception area in City Hall. • Installing Keri IP based 3-door controller system for additional areas. This is the fob/keypad systems to get into locked doors. • Adding an additional camera to the front lobby area. As part of ongoing efforts to ensure city facilities meet ADA accessibility standards and provide equitable access to public services, the Police Department has identified the need for an automatic door opener at the main lobby entrance. The addition of an ADA-accessible door will improve ease of entry for individuals with mobility limitations and enhance overall public access to the facility. In addition to the upgrade security and ADA compliance, the Council Chamber air system needs replacement due to the aging equipment. Staff received quotes from Ditter Cooling & Heating. The first quote ($7,696) is for replacing the furnace with a similar model to what the City currently has and the second quote ($8,293) is to replace with a high efficiency model. The third quote is to replace the air conditioning system ($5,395) that is recommended by the vendor due to the aging system at the same time as the furnace replacement. Quotes are attached for reference. Staff recommends proceeding with the quoted services to upgrade the City Hall campus. 58 Cost: The estimate for the project to upgrade City Hall campus is as follows: Vendor Price Description of Project Security and Sound $10,557.00 Install Keri IP-based door controller (3) and additional camera Cortland Custom Homes $ 8,663.84 City Hall reception area upgrade Ditter Cooling & Heating $ 8,293.00 Council Chamber air system - furnace Ditter Cooling & Heating $ 5,395.00 Council Chamber air system - A/C F1yLock Security Solutions $ 9,991.45 ADA compliant door to Police Department Total Project Estimate $ 42,900.29 Staff recommends funding the project from the Facilities Fund. 4. Staff Recommendation: Staff recommends approval of the project to upgrade City Hall campus, not to exceed $45,000. COUNCIL ACTION REQUESTED Motion to approve the upgrade project for City Hall campus, not to exceed $45,000. Exhibits A. Security and Sound Door Upgrade Quote B. Cortland Custom Homes Quote C. Ditter Furnace and A/C Quotes D. Orono Police Department ADA Quote 59 721 Industrial B1vd,Suite C2 Watertown, MN 55388 Name / Address CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 *email - invoices@oronomn.gov Estimate Date Estimate # 10/29/2025 14371 Rep Project Description Qty Cost Total ACCESS CONTROL: KERI IP BASED 3-DOOR CONTROLLER FOR CITY HALL 1 3,009.00 3,009.00 AND CITY TO PD DOORS. KERI SYSTEM POWER SUPPLY 1 260.00 260.00 KERI FOB/KEYPAD READER: 3 498.00 1,494.00 KERI ACCESS CONTROL WIRE, CONDUIT AND 1 344.00 344.00 HARDWARE PACKAGE LOCK POWER SUPPLY' WITH BATTERY BACK-UP 1 355.00 355.00 VON DUPRIN ELECTRONIC DOOR STRIKES 3 455.00 1,365.00 INSTALLATION LABOR, PROGRAMING AND TRAINING 1 2,950.00 2,950.00 CAMERA SYSTEM: ADD CAMERA TO CITY HALL ENTRY LABOR AND 1 780.00 780.00 PROGRAMING INCLUDED KERI IP ACCESS CONTROL SYSTEM Subtotal $10,557.00 Sales Tax (0.0%) $0.00 THIS ESTIMATE DOES NOT INCLUDE SALES TAX Total $10,557.00 Phone # Fax # E-mail Web Site (952) 955-5075 mail@securityandsoundco.com www.securityandsoundco.com 60 Cortland Custom Homes LLC 823 Cortland Cir Shakopee, MN 55379 6122722143 cortlandcustomhomes@gmail.com Estimate ADDRESS City Of Orono 365 Old Crystal Bay Rd N. Orono, MN 55356 BC784163 Front desk DESCRIPTION Replace half doors with full doors main lobby of city hall Supply (two) 3-0 by 7-0 solid core door Grain to run Vertical (The current grain in the area runs horizontal, and we are waiting on a quote from the supplier for horizontal grain doors.) Supply misc trim around door and fill opening literature rack to be covered Due to the height of the existing displays, the door trim will be higher than the surrounding panels. Install doors and trim Stain new doors and trim to match Door hardware to be supplied by others Trash removal Permit- Allowance Overhead and profit CORTLAND CUSTOM HOMES ESTIMATE # 1227 DATE 10/26/2025 AMOUNT 3,407.10 1,280.04 920.00 1,980.00 90.00 115.00 871.70 ........................................................................................................................................................... . Thank You For Your Business. I accept cash, check and Venmo TOTAL $8 663.84 Payments. 50% down to schedule balance due upon completion All material is guaranteed to be as specified. All work will be completed in a professional, workmanlike manner according to standard practices. Any alterations or deviations from the above that involve extra costs will only be executed upon written orders and will become an additional charge over the estimate. Accepted By Accepted Date 61 DITTER COOLING • HEATING • ELECTRICAL SINCE 1946 RESIDENTIAL • COMMERCIAL "We're not comfortable until you are!" City of Orono 2750 Kelley Parkway Orono MN 55356 We hereby propose to furnish equipment, labor, & materials for the following items: Remove and dispose of existing furnace that serves the breakroom. Install one of the following options connected to existing ductwork, gas line & power supply. Lennox SL280UH07OV36AK 80% of ie furnace Honeywell T4 programmable thermostat Total payment due to Ditter: $7,696.00 Furnace warranty: 20 year heat exchanger, 10 year parts and labor Thermostat warranty: 5 year parts 2 year labor Lennox EL297UH045XV36BK 97% afue furnace with 2" vent pipe out the side wall Honeywell T4 programmable thermostat New 1/4" pvc drain line to janitor closet basin Total payment due to Ditter: $8,293.00 Rebate direct to customer in 6-8 weeks: Centerpoint $600 Net cost after rebate: $7,693.00 Furnace warranty: lifetime heat exchanger, 10 year parts and labor Thermostat warranty: 5 year parts, 2 year labor Option to replace a/c at same time as either of the furnace options: Lennox ML13KC1-024 15.2 seer condenser Lennox CK40HT-30B-71 cased coil Additional payment due to Ditter: $5,395.00 Additional rebate direct to customer in 6-8 weeks: Xcel $506 Total net cost after rebate: $4,889.00 Warranty: 10 year parts and labor Payment terms: full payment due to installers on completion Tim Underhill Ditter Cooling & Heating 820 Tower Drive Hamel, MN. 55340 763-452-2484 timugditterinc.com 62 All material is guaranteed to be as specified. All work to be completed in a workmanlike manner According to standard practices. Any alteration or deviation from above specifications involving extra Costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Acceptance of Proposal — The above prices, Specifications and conditions are satisfactory and are hereby Accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Finance charges of 1-1/2% per month may be assessed on over due accounts. Authorized Signature: Tim Underhill NOTE: This proposal may be withdrawn by us if not accepted within 10 days. Customer Signature: You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after The date of the transaction. See attached note of cancellation form. NOTICE OF RIGHT OF RESCISSION (Identification of Transaction) Notice to customer required by Federal Law: You have entered into a transaction on which may result in a lien, mortgage, or other security on your property. You have legal right under federal law to cancel this transaction, if you desire to do so, without any penalty or obligation within three business days from the above date or any later date on which all material disclosures required under the Truth of Lending Act have been given to you. If you so cancel the transaction, any lien, mortgage, or other security interest on your property arising from this transaction is automatically void. You are entitled to receive a refund of any down payment or other consideration if you cancel. If you decide to cancel this transaction, you may do so by notifying: Ditter Inc. At 820 Tower Drive Hamel, MN 55340 (Address of Creditor's Place of Business) By mail or telegram sent not later than midnight of You may also use any other form of written notice identifying the transaction to the above address not later than that time. This notice may be used for that purpose by dating and signing below: I hereby cancel this transaction. Customer's Signature Date 63 FlyLock Security Solutions - Minneapolis FlyLock Security Solutions - Minneapolis 9900 13th Ave N, Suite 1000 Plymouth MN 55441 minneapolis@flylock.com 763-544-5397 t51 IMA I t BILL TO Orono Police Department 2730 Kelley Parkway Orono, MN 55356 NE F1-Y jTCN Ns 14CKSM Q a _x JOB SITE a FLI. Lr-r1'Ck SECURITY SOLUTIONS Orono Police Department 2730 Kelley Parkway, Orono, MN 55356 ESTIMATE # DATE TERMS WORK ORDER P.O. NO. REP #213323 10/06/2025 Due Upon Receipt Service Call $100.00 2.0 $200.00 Consumables for Service Call $320.12 1.0 $320.12 Aluminum Finish on all. Black not offered for $0.00 1.0 $0.00 6440 or drop plate. parts 6440-2210 689 COMPACT Low Energy Auto Operator Module Kit (Conversion Kit Only), Gearmotor Assembly, Mounting Plate and Screws, Plastic Cover, Power Supply, Door Loop, 30' Copper Wire, Includes 8310-2210 Battery Powered Touchless RF Actuator Kit $2,212.00 2.0 $4,424.00 (2 Single Gang Faceplate Transmitters, 2 Surface Mount Boxes, I Receiver), Aluminum Painted Finish Grade 1 Surface Door Closer $675.00 2.0 $1,350.00 1 of `64 Drop Plate for Door Mount $86.00 2.0 $172.00 Keedex K-DL38BLK Armored Door Loop, 3/8" Flexible Conduit, $57.48 2.0 $114.96 18", Black Finish Bollard Post BPS6SV, Single Gang Prep $446.66 1.0 $446.66 labor Install Auto Opener $570.00 2.0 $1,140.00 Install ADA Push Buttons $75.00 4.0 $300.00 Labor to install bollard post $100.00 1.0 $100.00 wiring Access Power Controller w/Power Supply $548.71 1.0 $548.71 Install Power Supply $75.00 1.0 $75.00 Wiring, per door $400.00 2.0 $800.00 Sub Total - $9,991.45 Sales Tax 8.525% $0.00 Grand Total - $9,991.45 Payments/Credits - TERMS AND CONDITIONS We are excited to get started on designing, procuring, and installing your security solution. This is an estimate only. Closer inspection may reveal the need for replacement hardware and/or more extensive repairs. We will update (and provide to you) the estimate based on the changes that need to be made. This estimate is valid for 30 days. Prices with our distributors change frequently. If you decide to go forward with an estimate that is over 30 days old we will provide you with an updated estimate that reflect the most accurate pricing. 2 of r 65 Job Photos Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT Oct 06, 2025 - 09:22 AM CDT 3 of r 66 AGENDA ITEM Date: November 10, 2025 Title: Resignation of Part -Time Firefighters Presenter: Shea Chwialkowski, Interm Fire Chief Section: Consent Agenda Item: 10 Purpose: The purpose of this agenda item is to accept the resignation of Part -Time Firefighters Chris Brooks and Brandon Deutsch. 2. Staff Recommendation: Staff recommends accepting Firefighter Chris Brook and Brandon Deutsch's resignation. COUNCIL ACTION REQUESTED Motion to accept the resignation of Part -Time Firefighters Chris Brooks and Brandon Deutsch. 67 AGENDA ITEM Date: November 10, 2025 Title: Appoint Part -Time Police Officer - Resolution 7634 Presenter: Correy Farniok, Police Chief Section: Consent Agenda Item: 11 Purpose: The purpose of this action item is to gain the approval to appoint Officer Klukas from a full-time police officer to part-time police officer. 2. Background: Melissa Klukas is currently a full-time police officer. Officer Klukas has asked to go from a full- time police officer status, to a part-time police officer status. 3. Recommended Candidate: I recommend accepting the request for change of status from full-time police officer to part-time police officer for Melissa Klukas effective January 5, 2026. COUNCIL ACTION REQUESTED Motion to approve the change of status for Melissa Klukas from full-time to part-time police officer effective January 5, 2026, accept Resolution 7634 and authorize the recruitment for the position of full- time police officer. Exhibits A. Resolution 7634 - Part Time Police Officer Klukas.docx 68 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7634 A RESOLUTION TO DECLARE THAT THE PART-TIME POSITION HELD BY MELISSA KLUKAS IS THAT OF A POLICE OFFICER AS DEFINED FOR PURPOSES OF PERA PENSION ELIGIBILITY WHEREAS, that Public Employees Retirement Association Police and Fire Fund excludes part- time police officers unless a resolution is adopted by the governing body to authorize eligibility for coverage in the Police and Fire Fund. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Orono, Hennepin County, Minnesota that effective January 5, 2026, the position Melissa Klukas holds is that of a police officer as defined in Minnesota Statutes, Section 353.64, pursuant to which said employee shall become a member of the Public Employees Retirement Association Police and Fire Fund. Adopted by the City Council of Orono, Minnesota at a regular meeting held on November 10, 2025. ATTEST: CITY OF ORONO Christine Lusian, City Clerk Bob Tunheim, Mayor 69 AGENDA ITEM Date: November 10, 2025 Title: Donation from Crime Prevention Fund - Resolution 7635 Presenter: Correy Farniok, Police Chief Section: Consent Agenda Item: 12 Purpose: The purpose of this action item is to gain approval to accept a donation from the Crime Prevention Fund. 2. Background: The Crime Prevention fund is a registered 501(c)(3) charitable nonprofit organization. The Crime Prevention Fund works hard to fund educational events and programs designed to inform people about safety & preparedness, school programs taught by police officers to include DARE, Supports the Orono PD Explorer program and safety messages for youth and seniors. The Crime Prevention Fund primarily works through local law enforcement. The current agencies are: the Minnetrista Public Safety Department serving the cities of Minnetrista and St. Bonifacius, and the Orono Police Department serving the cities of Orono, Spring Park, Minnetonka Beach, and Mound. 3. Donations Received: The Crime Prevention Fund has donated two drones with the value of $13,608.99. 4. Staff Recommendation: Recommend approval to accept the donations of the drones with a value of $13,608.99. COUNCIL ACTION REQUESTED Motion for approval to accept donation of drones with the value of $13,608.99 from The Crime Prevention Fund. Thank you for your kind and generous donation. Exhibits A. Resolution 7635 Donation - Drones B. Donation CPF - Drone November 2025 70 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.763 5 A RESOLUTION ACCEPTING DONATION WHEREAS, the city of Orono is authorized by Minn. Stat. 465.03 to accept donations of property for the benefit of its people and is specifically authorized to accept gifts; and WHEREAS, the acceptance of donations is subject to approval by a simple majority vote of the City Council through formal resolution; and WHEREAS, the Crime Prevention Fund has offered make a donation to the city of Orono in the amount of $13,608.99 for two drones to be used as a crime prevention tool; and WHEREAS, the donation has been donated to Orono for the benefit of its residents; and WHEREAS, the City Council finds that it is appropriate to accept the donation. RESOLVED that the Orono City Council gratefully accepts the donation of $13,608.99 for two drones. FURTHER, police department staff will acknowledge receipt of the donation and express appreciation to the Crime Prevention Fund. Adopted by the City Council of Orono, Minnesota at a regular meeting held on November 10, 2025. ATTEST: CITY OF ORONO Christine Lusian, City Clerk Bob Tunheim, Mayor 71 N ti SHIPPING ADDRESS Matt Siltala Orono Police Department 2730 Kelley Pkwy Long Lake MN 55356 United States ITEMS Avata 2 Bundle � 91iFA 3 Battery Bundle CUSTOMER Matt Siltala Orono Police Department 2730 Kelley Pkwy Long Lake MN 55356 United States PRICE TAX $1,499.00 $0.00 to DJI Avata 2 Intelligent Flight Battery $199.00 $0.00 ag DJI Avata 2 Tactical Light Kit (4 Light Kit) $159.99 $0.00 DJI AVATA CASE $249.00 $0.00 SKU;850005270898 DJI FPV Remote Controller 3 $199.00 $0.00 NOTES Complete D)I Avata indoor tactical kit Quote #D7987 Oct 7, 2025 QTY ITEM TOTAL 1 $1,499.00 1 $199.00 1 $159,99 1 $249.00 1 $199.00 Subtotal Shipping MN STATE TAX - MINNESOTA 0.0% $2,305.99 $0.00 $0.00 M I, - MN COUNTY TAX - HENNEPIN $0,00 0,0% MN SPECIAL TAX - TRANSIT IMPROVEMENT $0,00 (HENNEPIN CO) 0.0% MN SPECIAL TAX - METRO AREA $0.00 TRANSPORTATION 0.0% MN SPECIAL TAX - METRO AREA $0.00 TAX FOR HOUSING 0.0% TOTAL (USD) $2,305.99 *This quote is confidential and is not to be shared or discussed with outside parties. Vertex Unmanned Solutions, LLC 14212 23rd Ave N, Plymouth, MN, 55447, United States sales@vertexunmanned.com store.vertexunmanned.com SHIPPING ADDRESS CUSTOMER Matt Siltala Matt Siltala Orono Police Department Orono Police Department 2730 Kelley Pkwy 2730 Kelley Pkwy Long Lake MN 55356 Long Lake MN 55356 United States United States ITEMS PRICE TAX QTY ITEM TOTAL EMDJI AL1 Spotlight- Matrice 4 $430,00 $0.00 1 $430.00 �• DJI Matrice 4T Worry -Free Plus Combo $8,989.00 $0.00 1 $8,989.00 0 DJI AS1 Speaker - Matrice 4 $290.00 $0.00 1 $290.00 DJI Matrice 4 Series Flight Battery $299,00 $0.00 DJI WB37 Battery for RC Plus Controller $99.00 $0.00 NOTES Matrice 4T with Controller, 6 total flight batteries, WB37 Controller battery, DJI Speaker, and Spotlight - all fit in standard DJI case 5 $1,495.00 1 $99.00 Subtotal $11,303.00 Shipping $0.00 MN STATE TAX - MINNESOTA $0.00 0.0% LO I, - MN COUNTYTAX - HENNEPIN $0.00 0.0% MN SPECIAL TAX - TRANSIT IMPROVEMENT $0.00 (HENNEPIN CO) 0.0% MN SPECIAL TAX - METRO AREA $0.00 TRANSPORTATION 0.0% MN SPECIAL TAX - METRO AREA $0.00 TAX FOR HOUSING 0.0% TOTAL (USD) $11,303.00 *This quote is confidential and is not to be shared or discussed with outside parties. Vertex Unmanned Solutions, LLC 14212 23rd Ave N, Plymouth, MN, 55447, United States sales@vertexunmanned.com store.vertexunmanned.com AGENDA ITEM Date: November 10, 2025 Title: Police Department ALPR Audit Presenter: Correy Farniok, Police Chief Section: Consent Agenda Item: 13 Purpose: Minnesota State Statute 13.824 Subd. 6 requires law enforcement agencies, equipped with automated license plate readers (ALPR), to conduct a biennial audit and provide the results to its governing body. In order to comply with this statute, the police department engaged the Minnesota Security Consortium (MNSec) to audit the department's ALPR system. This audit covered from August 1, 2023, through July 31, 2025. The audit found the Orono Police Department is using the system in compliance with Minnesota State Statute 13.824. A copy of the audit executive summary is attached. 2. Staff Recommendation: Recommend to accept the Minnesota Security Consortium - Orono Police Department 2025 ALPR Audit Executive Summary. COUNCIL ACTION REQUESTED Approval to accept the Minnesota Security Consortium - Orono Police Department 2025 ALPR Audit Executive Summary. Exhibits A. Orono PD 2025 Flock ALPR Audit Executive Summary.pdf 76 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Orono Police Department 2025 ALPR Audit (Flock) Executive Summary Prepared for City of Orono Police Department October 29, 2025 77 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Background: Orono Police Department retained Minnesota Security Consortium to audit its agency's use of their new Flock ALPR System against the requirements of MN Statute 13.824. Minnesota Security Consortium does not operate or have access to their ALPR systems, therefore allowing it to audit the systems as an independent auditor. Orono Police Department had their new Flock ALPR system operational between 8/1/23 to 7/31/25. They had 3 active stationary/flex ALPR devices and no squad mobile Flock units, at the time of this audit. Department Policy & Procedures: Orono Police Department has an ALPR Policy in place entitled, "Policy Number 3059.0: Automated License Plate Recognition System." A review of this policy found that the Orono Police Department was compliant in this part of the statute. Record Retention: The Orono Police Department ALPR Flock administrative control panel was audited to ensure that each setting was set for a retention period of no more than 60 days. The entire Flock system has a default 30- day retention period, which is set by the manufacturer. This was confirmed by the Flock Vehicle Reads Report. Orono Police Department was found to be compliant with this part of the statute. Data Security and Access Control: The Orono Police Department's ALPR system is protected by an Access Control system built into the Flock backend server application. Users and groups were found to be current and appropriate for the intended use by the agency, allowing users only the minimum access that they need to perform their functions. User accounts and role -based accounts are reviewed on a regular basis by ALPR Administrators. The ALPR Administrators are appointed by the Orono Police Department. The Orono Police Department was found to be compliant in this part of the statute. Orono Police Department 2025 Flock ALPR Audit Executive Summary Page 2 of 5 78 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Data Classification: Orono Police Department classifies its ALPR Data as private unless access is permitted by law. Public data requests of data collected on a license plate owner's vehicle are readily available through a proper records request via the Orono Police Department. Citizens can fill out the agency's data request form, "Orono PD Request for Information" at the Public Safety Front Desk. Citizens can also fill out an online request found at: https://www.oronomn.gov/182/Requests-for-Information-Police-Reports Orono Police Department was found to be compliant with this part of the statute. Sharing Among Law Enforcement Agencies: Appropriate sharing of ALPR data is conducted through inter -agency requests. The requests are documented by agency name, requesting party and case number, which is all tracked in the Flock system. As a result of these findings, Orono Police Department was found to be compliant with this part of the statute. Public Log of Use: The Flock ALPR system also contains a robust audit trail which was sampled to determine if it is logging access by users properly. Orono Police Department compiles monthly reports that contain the requirements of 13.824 Subd. 5. Sample reports from the past month was reviewed during the audit process. These public logs of use are readily available through a proper records request through the Orono Police Department. Orono Police Department was found to be compliant with this part of the statute. Notification to Bureau of Criminal Apprehension: Orono Police Department 2025 Flock ALPR Audit Executive Summary Page 3 of 5 79 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Orono Police Department has made the required notification to the Bureau of Criminal Apprehension. This was validated on the BCA website. Orono Police Department was found to be compliant with this part of the statute. Biennial Public Accountability Audit: This is their first ALPR Audit of the new Flock system, and they plan on continuing an independent audit every two years, per MN Statute 13.824. Command and IT Staff were very cooperative throughout the entire audit process and understood the intent of the public accountability and provided easy access to policies and procedures, staff interviews, and audit of their ALPR Reports. Orono Police Department was found to be compliant with this part of the statute. Breach Notification: We recommend that the Orono Police Department develop a standalone breach policy that conforms to the requirements of 13.824 Subd. 7 (a) and Minn Stat. 13.055. This is typically done in conjunction with the City's Information Technology (IT) Department. Currently they do reference the breach reporting requirements in section 3059.06 (4) of their ALPR Policy entitled, "Policy Number 3059.0: Automated License Plate Recognition System." Orono Police Department 2025 Flock ALPR Audit Executive Summary Page 4 of 5 80 Minnesota Security Consortium - MNSec Bringing Information Security to Local Minnesota Governments Conclusion: Based on the results of the Orono Police Department ALPR Audit conducted by Minnesota Security Consortium, we can demonstrate that they were using the ALPR System as an effective law enforcement tool for the purpose of combating auto theft and other crimes linked to vehicle license plates. The Orono Police Department also demonstrated that their security, public accountability, and administration of the program followed MN Statue 13.824. This Audit was conducted and attested to by: Dimitrios Hilton Senior Auditor, Minnesota Security Consortium. Submitted to: • Orono Chief of Police • Minnesota Commissioner of Administration • Legislative Commission on Data Practices and Personal Data Privacy • Required Chairs of Legislative Committees • Minnesota Legislative Library Orono Police Department 2025 Flock ALPR Audit Executive Summary Page 5 of 5 81 AGENDA ITEM Date: November 10, 2025 Title: Purchase of Police Vehicles Presenter: Correy Farniok, Police Chief Section: Consent Agenda Purpose: The purpose of this action item is to gain approval to purchase 2026 police vehicles. Item: 14 2. Background: The police department has budgeted for the replacement of four police vehicles in 2026 and is requesting to place an order for three vehicles. The police department is requesting to place an order for three 2026 Ford Police Interceptor AWD SUV's. The order for the Ford Interceptors was placed a few days ago and is waiting to be confirmed when/if approved by Council. The window to place orders was opened for a limited time. Expected deliver for this would be April to June 2026. These purchases would replace a 2021 Dodge Durango and two 2021 Dodge Chargers. All of these vehicles are currently being used and will continue to be used until they are to be replaced. The vehicles will be sold when decommissioned at the auto action or similar. 3. Cost: The City was able to coordinate with a dealership in St. Cloud for the purchase and delivery of these vehicles at MN state contract pricing. Tenvoorde Ford - St. Cloud Ford Police Interceptor AWD SUV $43,787.44 each plus $2,350.00 for a 5 year/100,000 mile Premium Care warranty. 4. Funding: This purchase will be funded through the Automotive Equipment line of the police budget. The Automotive Equipment line budgeted $220,000 for the purchase of squads, equipment and set-up of these vehicles. The extended Warranty will be funded through the Fleet Services Fund. Staff Recommendation: Staff recommend the purchase of three 2026 Ford Police Interceptor AWD SUV's from Tenvoorde Ford in St. Cloud for $43,787.44 each plus $2,350 for extended warranty. COUNCIL ACTION REQUESTED Motion to approve the purchase of three police squad cars and the sale/auction of the vehicles that these will replace. Exhibits A. Extended Warranty Brochure 82 Ford Protect PremiumCARE coverage is 100% backed by Ford Motor Company. ■ Service provided at Ford and Lincoln dealerships in the U.S., Canada and Mexico ■ Ford -authorized parts used for covered repairs ■ Factory -trained and certified technicians Ford Protect PremiumCARE coverage is there when you need it with 24-hour Roadside Assistance. ■ Includes tire change, lockout, out -of -fuel and battery jump-start assistance ■ Towing Assistance (up to $100 per occurrence) ■ Emergency Travel Expense (up to $1,000 within the first 5 days per occurrence) ■ Destination Assistance (up to $75) Is Call 1-800-241-3673 Rental vehicle benefits. ■ Standard coverage includes $60 a day for up to 10 days for covered repairs Drive On - Services. Key Services is an optional benefit within your Ford Protect PremiumCARE coverage.t The technology in today's keys/key fobs makes it expensive to replace. ■ Your optional Ford Protect Key Services benefit will replace your key(s) and/or fob(s) if they are: - Misplaced - Damaged and will not work Wot available for Cab/Chassis and Incomplete plans. Drive On with Personal Service. Ford Protect Pickup and Delivery Option. This option provides convenient personalized service, which allows you more free time rather than spending your valuable time in a dealership. Service includes: ■ Pickup & delivery ■ For loaner benefits, First -Day Rental Option must be included ■ Mobile service option For New Ford Protect Plans: FORD .. • TECT - Coverage begins with the original in-service date (New Vehicle Limited Warranty start date) and zero miles or hours. Your selected coverage expires upon reaching the earliest of time or mileage Used Ford Protect Plans: E CFor Premiumil Vehicles within the New Vehicle Limited Warranty - Eligible Ford and Lincoln vehicles that have New Vehicle Limited EXTENDED SERVICE PLA Warranty remaining at the time of purchase — coverage begins at the signature date and current mileage. Coverage ends at the earlier of the number of months purchased or the number of miles purchased from the expiration of the New Vehicle Limited Warranty Vehicles outside the New Vehicle Limited Warranty - Coverage for Ford and Lincoln vehicles beyond the New Vehicle Limited Warranty and all competitive -make vehicles begins at the signature date and current mileage. Your selected coverage expires upon reaching the earliest of time or mileage '( For Cab and Chassis/Incomplete Vehicles: • A variety of time/mileage/hour options and deductibles are available: — For Incomplete: within 5 years,100,000 miles or 4,000 hours of the original in-service date f — For F-650/750: within the New Vehicle Limited Warranty • Coverage begins with the original in-service date (New Vehicle Limited Warranty start date) and zero miles or hours. Your selected coverage expires upon reaching the earliest of time, mileage or hours 0%APR interest -free Installment Payment Plan: Flexible payment options are available when the extended service plan is not included in the vehicle financing; ' everyone qualifies, making it the smart choice. QI FORD PROTECT° This brochure is intended to provide general information about a PremiumCARE extended service plan offered by Ford Protect. Prices and plan details may have changed after the brochure was printed. Plan availability, benefits, coverage 1000+ and provider may vary by state. Please refer to your plan's service contract for the actual terms and conditions, including a list of covered repairs. In Florida, Ford Protect is a Service Contract from Ford Motor Service COVERED Company (License #42722). COMPONENTS In Texas, Ford Protect is a Service Contract from Ford Motor Service Company (License #SCP-165). h ❑ https://redirect.ford.com/fppremiumcare G 24FLP-PCBRCH-F October 2023 �/ �,�f;y 64172 1637b Printed in the U.S.A. 0 4With a Ford Protect PremiumCARE extended service plan, you are protected from unforeseen covered repairs on your vehicle for up to the earlier of 10 years °" or 175,000 miles. That's well beyond the New Vehicle Limited • _ Warranty that comes with your vehicle. =e Now is the time to protect your investment with a Ford Protect PremiumCARE extended service plan. Why Ford Protect PremiumCARE coverage is such a great value. The price for parts and labor to repair many major components can be significant. One repair bill can easily exceed the price of your Ford Protect PremiumCARE coverage. It's clear that this coverage can quickly pay for itself! Steering Gear* Engine* $ $7,063 1,961 Transmission* `- �19 Lane -Keeping Headlamp & Taillamp System AC Evaporator Core* Assembly* $1,034 $1,711 $2,855 DEDUCTIBLEOPTIONS STANDARD OPTIONAL New Ford and Competitive -make $100 $0, $50, $200, Vehicle Plans Disappearing Used Ford and Competitive -make $100 $50, $200, Vehicle Plans Disappearing *These examples are based on an average estimated U.S. retail repair cost for a Ford Explorer. Actual repair costs will vary by vehicle and dealer location. Based on your driving needs, you can customize a Ford Protect PremiumCARE extended service plan that's right for you. NEW PLAN TIME AND MILEAGE OPTIONS Available Plan Length or Miles Covered (Coverage ends at the earlier of years or mileage) within New Vehicle 3 4 5 Years Years Years 6 Years Limited Warranty 7 8 Years Years 9 10 Years Years 36,000 Miles ■ ,/ �/ ,/ ,/ ,/ ,/ ,/ 48,000 Miles 60,000 Miles 75,000 Miles 85,000 Miles 100,000 Miles v/ ,/ v/ v/ v/ v/ 125,000 Miles 150,000 Miles ,/ v/ v/ v/ v/ 175,000 Miles V/ ./ ./ ./ V/ ./ V/ ./ ■ Not offered. Coverage lengths range from 1 year/10,000 miles to 6 years/75,000 miles for Model Year 2010 and newer vehicles. 83 All Internally Lubricated Parts Cylinder Block Cylinder Heads Diesel Fuel Injectors Diesel Injector Lines Diesel Injector Pump Diesel Lift Pump Engine Mounts Flywheel Exhaust (Manifold and Bolts) Flywheel Ring Gear Fuel Tank and Metal Lines Gas Fuel Injectors Gas Injector Lines Harmonic Balancer and Bolt All Internally Lubricated Parts Release Hubs and Bearings Seals and Gaskets Torque Converter Transfer Case (Including All Internal Parts) LED Lighting or Lamp Assemblies — Interior and Exterior (Factory- Installed) — Alternator Audiophile Sound System Charge and Volt Gauges Clock (Electric) Control Trac® 4WD System Driver's Seat Position Sensor Dual -Zone Electronic Auto Temp Control Electronic Ignition Module Fuel Pump Heated Backglass (Electrical Only — Not Glass Damage or Breakage) High -Intensity Discharge (HID) Headlamps Igniter/ Ballast** Ignition Coil and Lock Ignition Module (Electric) Ignition Switch Intake (Manifold and Bolts) Oil Pan Oil Pump PCM Module Radiator Radiator Fan (Clutch or Motor) Seals and Gaskets Thermostat Thermostat Housing Timing Chain Cover Timing Chain (Gears or Belt) Turbocharger/ Supercharger Unit (Factory -Installed) Valve Covers Water Pump Transmission Case Transmission Linkage Transmission Module Transmission Mounts Incandescent/Halogen Bulbs — Interior and Exterior - Intelligent 4WD Systems Power Mirrors (Electrical Only — Not Mirror or Glass Damage or Bulbs) Power Running Boards Radiator Fan Relay Rear Window Power Sunshade Speedometer/Odometer (Electrical and Mechanical) Starter Motor Starter Motor Solenoid Switches (Manually Operated, Electrical) Temperature Gauge Voltage Regulator Wiper -Activated Headlamps Wiper Motors Wiring Harnesses (Excluding Spark Plug Wires) **Interior/Exterior Lighting — coverage included only if Lighting Option is purchased. Anti -Lock Brake Module and Sensor Brake Booster (Power) Calipers Combination Valve ETA Pump Hose Assembly Metal Lines and Fittings Master Cylinder Ball Joints (Upper and Lower) Control Arms (Upper and Lower) Control Arm Shafts and Bushings Linkage and Bushings Axle Shafts Bearings (Front and Rear) Rear: Drive Axle Housing and Front Axle Housing for 4x4 (Including All Internal Parts) Front: Final Drive Housing and Rear Axle Housing for AWD (Including All Internal Parts) Air Check Valve Assembly Air Control Valve Air Idle Vacuum Valve Air Supply Valve (Hose and Tube) Barometric Pressure Sensor DEF System (Excludes Catalyst) ECC Relay Assembly EGR Control Valve EGR Pressure Sensor EGR Regulator Asy EGR Valve Adapter Electronic Throttle Control EVAP Vapor Storage Canister Parking Brake Linkage and Cables Retainers and Clips Self -Adjusters Shaft (Brake Pedal) Springs Wheel Cylinders Load Leveler Suspension System MacPherson Struts Roll Stability Control Spindle and Spindle Support Springs Stabilizer Bar Tie Rods Driveshaft Locking Rings (Four -Wheel Drive) Seals and Gaskets Universal and Constant Velocity Joints Viscous Coupler/Flexible Coupler Idler Air Control Valve Knock Sensor Mass Air Flow/Intake Air Temp Sensor Oxygen Sensor PCV Hose Assembly PCV Valve PCV Vapor Filter Reductant Urea System Temperature Sensor (Engine Coolant) Vacuum Restrictor VAF Sensor Variable Camshaft Timing (VCT) Phasers The Ford Protect PremiumCARE extended service plan is so comprehensive, it's easier to refer you to what isn't covered — here are some examples: Generally Covered by Your Auto Insurance — Examples include: fixed (non-moving) body parts, bumpers, glass, moldings, ornamentation, paint, rust, sheet metal, structural underbody framework, side and rearview mirrors (glass and housing), water leaks, wind noise, weather strips, wheels, wheel studs, wheel covers, convertible top and bow. A/C Accumulator Auto Temp Control A/C Clutch Evaporator A/C Clutch Bearings Field Coil A/C Compressor Heater Blower Motor A/C Compressor Heater Control Assembly Clutch Switch Heater Core Assembly A/C Compressor Head Instrument Panel A/C Compressor Seals Registers and Air Ducts A/C Condenser Pulley Airbag Module Assembly Module (Passive Restraint) Collision Avoidance Sys Safety Belt Buckle Diagnostic Module (Front and Rear) Assembly (Airbag) Safety Belt Motor Door Ajar Warning Switch Drive Assembly Assembly Safety Belt Guides, Bezels, Brackets Restraint Carrier and Supports (Safety Safety Belt Retractors Belts/Shoulder Straps) Safety Belt Track Asy Head Restraint Retainers Safety Belt Warning Chime and Sleeves (Safety Belt) Assembly Key, SecuriLock® Safety Canopy (Microchip -Encoded Key) Sensors (Airbag) Lock Cylinder (Door) Shoulder Strap Lock Lever Asy (Door) Track Assembly Lock Lever Wiring Asy (Airbag) Assembly (Tailgate) Lock Lever Retainers, Clips and Brackets Column Lock Pulley Assembly (Tilt Wheel) Seals and Gaskets Control Valve Steering Column Cooler and Metal Lines Steering Gear Housing, Electronic Power -Assisted Manual and Power Steering (Including All Idler Arm Internal Parts) Power Steering Pump/ Steering Shaft Electric Power Steering Underbody Linkages and Actuator Couplings Repairs Related to Your Maintenance Requirements — Items listed in your vehicle's owner guide. Examples include: batteries of all types and cables, belts, hoses, hose clamps, brakes (front hub, drums, shoes, linings, disc rotors, pads), manual transmission clutch disc, exhaust system (includes catalytic converter), spark plugs, squeaks, rattles, tires, wheel balancing, wheel alignment, all lamps and lights (LED and HID lights, bulbs, sealed beam and lenses) except when purchased with New or Incomplete PremiumCARE Interior/Exterior Lighting Option, fogging of lamp assemblies, shock absorbers, service adjustments and cleaning, and scheduled maintenance services. High -Tech components in today's vehicles can make the repair process much more complicated. Below is just a partial list of the High -Tech components covered by Ford Protect PremiumCARE: Adaptive Cruise Control Adaptive Headlamp System (Excluding Lamp Housing, Bulbs) Air Suspension (Selected Electronic Components) Anti -Theft Alarm (Factory -Installed) Auto Lock and Auto Unlock System Automatic Park Assistant Blind Spot Info System (Electrical Only— Not Mirror or Glass Damage or Bulbs) Cross -Traffic System Enhanced Active Park Assist System FordLink' System Ford Work Solutions Asset Security (if equipped) Forward Sensing System Fuel Mixer (Alternative) In -Dash Garmin® Voice -Activated Navigation System (Factory -Installed) Instrument Cluster (Excluding Dash Pad) Intelligent Oil Life Monitor® System Keyless Entry System (Excluding Door Handles) Antenna, Radio (Base Assembly) Brackets Cables and Wiring Cellular Phone, Receiver, Handset, Speaker Assembly and Antenna (Factory -Installed) Compass and Therm Readout Displays Lane Depart Warning Message Center Power Antenna Power Door Locks and Retainer Clips (Excludes Door Handles) Power Seat Motors Power Window Motors/ Regulators Rain -Sensing Wipers Rear Console Refrigeration Reverse Camera System Reverse Sensing System SecuriCode'" Keyless Entry SecuriLock® Passive Anti - Theft Ignition System Sensor (Alcohol) SOS Post -Crash Alert System Speed Control Stationary Elevated Ride Control SYNC® MyFord Touch® (Excludes Software Upgrades) Trailer Brake Module Unique Hybrid/Electric Vehicle Components (Excluding High -Voltage Battery and Cables) Controls (Rear Seat) Radio (AM, AM/FM), Speakers, Digital CD Player, Graphic Equalizer, Premium Sound Amplifier (Factory - Installed) Rear Entertainment System (Factory -Installed) Other Components and Repairs — Fabric, liners, fasteners, carpets, dash pad, wiper blades, knobs, trim, upholstery, physical damage or cosmetic issues, repairs covered by manufacturer recalls, any insurance or if the vehicle is within the time and mileage limits of any warranty, repairs caused by improper unreasonable use, unauthorized alterations or modifications of the vehicle, and repairs caused by lack of required or recommended maintenance. Costs or expenses for the teardown, rental expense, inspection or diagnosis of failures not covered by this Agreement. Refer to contract for details. 100% Backed by Ford 24-Hour Roadside Assistance 1-800-241-3673 l,000+ Cover Components High -Tech Components Covered Rental Benefit, Ford Certified Technicians Ford-Authorizec Parts Transferable Service in the U.S., Canada and Mexico Key Services 84 For New Ford Protect Plans: Ford Protect PremiumCARE EV coverage is 100% backed by Ford Motor Company. ■ Service provided at Ford and Lincoln dealerships in the U.S., Canada and Mexico ■ Ford -authorized parts used for covered repairs ■ Factory -trained and certified technicians -• - - Ford Protect PremiumCARE EV coverage is there when you need it with 24-hour Roadside Assistance. ■ Includes tire change, lockout, out -of -fuel and battery jump-start assistance ■ Towing Assistance (up to $100 per occurrence) ■ Emergency Travel Expense (up to $1,000 within the first 5 days per occurrence) ■ Destination Assistance (up to $75) ■ Call 1-800-241-3673 Rental vehicle benefits. ■ Standard coverage includes $60 a day for up to 10 days for covered repairs Drive On - Services. Key Services is an optional benefit within your Ford Protect PremiumCARE EV coverage. The technology in today's keys/key fobs makes it expensive to replace. ■ Your optional Ford Protect Key Services benefit will replace your key(s) and/or fob(s) if they are: • Misplaced • Damaged and will not work Drive On with Personal Service. ift Ford Protect Pickup and Delivery Option. This option provides convenient personalized service, which allows you more free time rather than spending your valuable time in a dealership. Service includes: ■ Pickup & delivery ■ For loaner benefits, First -Day Rental Option must be included ■ Mobile service option - Coverage begins with the original in-service date (New Vehicle Limited Warranty start date) and zero miles or hours. Your selected coverage expires upon reaching the earliest of time or mileage For Used Ford Protect Plans: Vehicles within the New Vehicle Limited Warranty - Eligible Ford and Lincoln vehicles that have New Vehicle Limited Warranty remaining at the time of purchase — coverage begins at the signature date and current mileage. Coverage ends at the earlier of the number of months purchased or the number of miles purchased from the expiration of the New Vehicle Limited Warranty Vehicles outside the New Vehicle Limited Warranty - Coverage for Ford and Lincoln vehicles beyond the New Vehicle Limited Warranty and all competitive -make vehicles begins at the signature date and current mileage. Your selected coverage expires upon reaching the earliest of time or mileage 0%APR interest -free Installment Payment Plan: Flexible payment options are available when the ' extended service plan is not included in the vehicle financing; everyone qualifies, making it the inarariment smart choice. 1W Pier MwH=rrr.r]R EII[ RYU 1[ VEHICLES With a Ford Protect PremiumCARE EV extended service plan, you are protected from unforeseen covered repairs on your vehicle for up to the earlier of 10 years or 150,000 miles. ==x~� That's well beyond the New Vehicle Limited • _ Warranty that comes with your vehicle. i e e e Now is the time to protect your investment with a Ford Protect PremiumCARE EV extended service plan. QI FORD PROTECT' 1000+ COVERED This brochure is intended to provide general information about a PremiumCARE EV extended service plan offered by Ford Protect. Prices COMPONENTS and plan details may have changed after the brochure was printed. Plan availability, benefits, coverage and provider may vary by state. Please refer to your plan's service contract for the actual terms and conditions, including a list of covered repairs. In Florida, Ford Protect is a Service Contract from Ford Motor Service Company (License #42722). In Texas, Ford Protect is a Service Contract from Ford Motor Service Company (License #SCP-165). 6�;y 24FLP-PCEVBRCH-F Printed in the U.S.A. October 2023 64172_16381b Why Ford Protect PremiumCARE EV coverage is such a great value. The price for parts and labor to repair many major components can be significant. One repair bill can easily exceed the price of your Ford Protect PremiumCARE EV coverage. It's clear that this coverage can quickly pay for itself! Primary Electric Drive' $4,086 Converter Assembly` $2,091 Battery Charger` Inverter SYS. Controller* $1,112 $1,897 *These examples are based on an average estimated U.S. retail repair cost for a Ford F-750 Lightning. Actual repair costs will vary by vehicle and dealer location. Based on your driving needs, you can customize a Ford Protect PremiumCARE EV extended service plan that's right for you. NEW PLAN TIME AND MILEAGE OPTIONS Available Plan Length or Miles Covered (Coverage ends at the earlier of years or mileage) within 3 Years New 4 Years Vehicle 5 Years 6 Years Limited 7 Years Warranty 9 Years 10 Years 8 Years 36,000 Miles ■ �/ �/ �/ �/ �/ �/ �/ 48,000 Miles 60,000 Miles ,/ ,/ ,/ ,/ ,/ 75,000 Miles V/ V/ V/ V/ 85,000 Miles V V V 100,000 Miles 125,000 Miles 150,000 Miles ■ Not offered. Coverage lengths range from 1 year/10,000 miles to 6 years/75,000 miles for Model Year 2010 and newer vehicles. NOTE: BEV and Hybrid vehicle batteries come with an 8-year/100,000-mile warranty and are not eligi'85 for coverage under any Ford Protect Plan. Drive Motors Drive Motor Mounts Oil Pump PCM Module Anti -Lock Brake Module and Sensor Brake Booster (Power) Calipers Combination Valve Metal Lines and Fittings Master Cylinder Ball Joints (Upper and Lower) Control Arms (Upper and Lower) Control Arm Shafts and Bushings Linkage and Bushings Radiator Radiator Fan (Clutch or Motor) Seals and Gaskets Water Pump Parking Brake Linkage and Cables Retainers and Clips Self -Adjusters Shaft (Brake Pedal) Springs Load Leveler Suspension System MacPherson Struts Roll Stability Control Spindle and Spindle Support Springs Stabilizer Bar Tie Rods • Axle Shafts Seals and Gaskets Bearings (Front and Rear) Column Lock (Tilt Wheel) Electronic Power - Assisted Steering Idler Arm Electric Power Steering Actuator Seals and Gaskets LED Lighting or Lamp Assemblies - Interior and Exterior (Factory - Installed)** Audiophile Sound System Battery Charger Battery Energy Control Module (BECM) Charge and Volt Gauges Clock (Electric) Control Trac® 4WD System Converter Assembly - Voltage Driver's Seat Position Sensor Dual -Zone Electronic Auto Temp Control Heated Backglass (Electrical Only - Not Glass Damage or Breakage) High -Intensity Discharge (HID) Headlamps Igniter/ Ballast - Ignition Switch Incandescent/Halogen Bulbs - Interior and Exterior - Steering Column Steering Gear Housing, Manual and Power (Including All Internal Parts) Steering Shaft Underbody Linkages and Couplings Intelligent 4WD Systems Instrument Cluster Inverter System Controller - Front & Rear Module On Board Battery Charging Cord Primary Electric Drive Power Mirrors (Electrical Only - Not Mirror or Glass Damage or Bulbs) Power Running Boards Radiator Fan Relay Rear Window Power Sunshade Speedometer/ Odometer (Electrical and Mechanical) Switches (Manually Operated, Electrical) Temperature Gauge Wiper -Activated Headlamps Wiper Motors Wiring Harnesses -interior/Exterior Lighting - coverage included only if Lighting Option is purchased. The Ford Protect PremiumCARE EV extended service plan is so comprehensive, it's easier to refer you to what isn't covered — here are some examples: Generally Covered by Your Auto Insurance — Examples include: fixed (non-moving) body parts, bumpers, glass, moldings, ornamentation, paint, rust, sheet metal, structural underbody framework, side and rearview mirrors (glass and housing), water leaks, wind noise, weather strips, wheels, wheel studs, wheel covers, convertible top and bow. A/C Accumulator A/C Clutch A/C Clutch Bearings A/C Compressor A/C Compressor Clutch Switch A/C Compressor Head A/C Compressor Seals A/C Condenser Auto Temp Control Airbag Module Assembly Collision Avoidance Sys Diagnostic Module Assembly (Airbag) Door Ajar Warning Switch Assembly Guides, Bezels, Brackets and Supports (Safety Belts/Shoulder Straps) Head Restraint Retainers and Sleeves (Safety Belt) Key, SecuriLock® (Microchip -Encoded Key) Lock Cylinder (Door) Lock Lever Asy (Door) Lock Lever Assembly (Tailgate) Evaporator Field Coil Heater Blower Motor Heater Control Assembly Heater Core Assembly Instrument Panel Registers and Air Ducts Pulley Lock Lever Retainers, Clips and Brackets Module (Passive Restraint) Safety Belt Buckle (Front and Rear) Safety Belt Motor Drive Assembly Safety Belt Restraint Carrier Safety Belt Retractors Safety Belt Track Asy Safety Belt Warning Chime Assembly Safety Canopy Sensors (Airbag) Shoulder Strap Track Assembly Wiring Asy (Airbag) • i Electronic Throttle Control • Temperature Sensor (Engine Coolant) Repairs Related to Your Maintenance Requirements — Items listed in your vehicle's owner guide. Examples include: batteries of all types and cables, belts, hoses, hose clamps, brakes (front hub, drums, shoes, linings, disc rotors, pads), manual transmission clutch disc, exhaust system (includes catalytic converter), spark plugs, squeaks, rattles, tires, wheel balancing, wheel alignment, all lamps and lights (LED and HID lights, bulbs, sealed beam and lenses) except when purchased with New or Incomplete PremiumCARE Interior/Exterior Lighting Option, fogging of lamp assemblies, shock absorbers, service adjustments and cleaning, and scheduled maintenance services. High -Tech components in today's vehicles can make the repair process much more complicated. Below is just a partial list of the High -Tech components covered by Ford Protect PremiumCARE EV: Adaptive Cruise Control Adaptive Headlamp System (Excluding Lamp Housing, Bulbs) Air Suspension (Selected Electronic Components) Anti -Theft Alarm (Factory -Installed) Auto Lock and Auto Unlock System Automatic Park Assistant Blind Spot Info System (Electrical Only - Not Mirror or Glass Damage or Bulbs) Cross -Traffic System Enhanced Active Park Assist System FordLink- System Ford Work Solutions Asset Security (if equipped) Forward Sensing System Instrument Cluster (Excluding Dash Pad) Keyless Entry System (Excluding Door Handles) Antenna, Radio (Base Assembly) Brackets Cables and Wiring Cellular Phone, Receiver, Handset, Speaker Assembly and Antenna (Factory -Installed) Compass and Therm Readout Displays Lane Depart Warning Message Center Power Antenna Power Door Locks and Retainer Clips (Excludes Door Handles) Power Seat Motors Power Window Motors/ Regulators Rain -Sensing Wipers Reverse Camera System Reverse Sensing System Securcode- Keyless Entry SecuriLock® Passive Anti - Theft Ignition System SOS Post -Crash Alert System Speed Control SYNC® MyFord Touch, (Excludes Software Upgrades) Trailer Brake Module Unique Hybrid/Electric Vehicle Components (Excluding High -Voltage Battery and Cables) Controls (Rear Seat) Radio (AM, AM/FM), Speakers, Digital CD Player, Graphic Equalizer, Premium Sound Amplifier (Factory -Installed) Rear Entertainment System (Factory -Installed) Other Components and Repairs — Fabric, liners, fasteners, carpets, dash pad, wiper blades, knobs, trim, upholstery, physical damage or cosmetic issues, repairs covered by manufacturer recalls, any insurance or if the vehicle is within the time and mileage limits of any warranty, repairs caused by improper unreasonable use, unauthorized alterations or modifications of the vehicle, and repairs caused by lack of required or recommended maintenance. Costs or expenses for the teardown, rental expense, inspection or diagnosis of failures not covered by this Agreement. Refer to contract for details. 100% Backed by Ford 24-Hour Roadside Assistance 1-800-241-367: 1,000+ Cover Components High -Tech Components Covered Rental Benefit! Ford Certified Technicians Ford -Authorized Parts Transferable Service in the U.S., Canada and Mexico Key Services 86 AGENDA ITEM Date: November 10, 2025 Item: 15 Title: LA25-000043, 865 Partenwood Road, Variances & CUP - Resolution 7639 Presenter: Matt Karney, Planner Section: Consent Agenda Purpose: The applicant requests variances for new hardcover and building expansions within the 75' lakeshore setback and a conditional use permit for a new retaining wall within the 75' lakeshore setback. 2. MN§15.99 Application Deadline: The application was made on September 17, 2025, and deemed complete on October 8, 2025. The 60-day review period is to expire on December 7, 2025. 3. Background: The applicant proposes a project to rehabilitate and expand the existing home, rework an access to the house, and a new retaining wall. The property is a peninsula where a majority of the existing conditions are within the lakeshore setback. The home expansion includes a redesign of the roof with extensions to the eaves, a reconfiguration of the deck, and additions on the main and upper levels on the west side of the house. Other portions of the work on the home include a new balcony, a planter and a chimney, but these features are located within the existing roofline. There is an existing timber retaining wall within the lakeshore setback to the channel east of the property. It is in deteriorated condition where runoff is impacting the home. The applicant has proposed a new limestone wall in the place of the existing wall, roughly 2.4 feet further in length. The applicant submitted an engineer's letter (Exhibit D) that supports the increase in length of the retaining wall to protect an existing berm between the house and the channel. Since the Planning Commission meeting, the applicant has submitted an amended site plan for the project. The applicant has revised the plan to utilize the existing driveway as it crosses through the property to the garage. The amended plan also proposed a reorientation of the front sidewalk. The front sidewalk accounts for minimal new hardcover within the lakeshore setback. The application is proposing to reduce the overall hardcover within the lakeshore setback roughly 1,185sq.ft overall. Link to Planning Commission packet. (Application Materials Found Here) 4. Planning Commission Vote and Comment: On October 20, 2025, the Planning Commission held a public hearing and discussed the application. Following the public hearing, the Commission voted 7-0 to recommend approval of the variances and conditional use permit as recommended by staff. Link to Planning Commission video. Public Comment: 87 No public comments have been received. 6. Staff Recommendation: Planning Staff recommends approval. COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7639, approving the requested variances and conditional use permit. Exhibits A. Resolution 7639 B. Site Plans C. House Plans D. Engineer Letter E. Draft PC Minutes 88 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTION 6.12.6240 & 6.12.9110 AND GRANTING A CONDITIONAL USE PERMIT PURSUANT TO MUNICIPAL ZONING CODE SECTION 6.12.6240 FILE NO. LA25-000043 WHEREAS, on September 17, 2025, Takka Day Design (hereinafter the "Applicant") on behalf of John Erickson (hereinafter the "Owner"), applied for variances from the City Code and a conditional use permit for the property addressed 865 Partenwood Road, Orono and legally described as: Lot 1, Block 2, Partenwood, Hennepin County, State of Minnesota (hereinafter the "Property"); WHEREAS, the Applicant has made an application to the City of Orono for a variance from Orono Municipal Zoning Code Section 6.12.6240 for expansions to the existing principal building within the 75-foot lakeshore setback; and WHEREAS, the Applicant has made an application to the City of Orono for a variance from Orono Municipal Zoning Code Section 6.12.9110 for new hardcover within the 75- foot lakeshore setback; and WHEREAS, the Applicant has made an application to the City of Orono for a conditional use permit pursuant to Orono Municipal Zoning Code Section 6.12.6240 for new retaining walls within the 75-foot lakeshore setback; and WHEREAS, on October 20, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on October 20, 2025, the Planning Commission voted 7 to 0 in favor of a motion to recommend approval of the variance as recommended by staff; and WHEREAS, on November 10, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and 89 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances and conditional use permit as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: Al. This application was reviewed as Zoning File LA25-000043. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above - mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is located in the LR-1 B, One -Family Lakeshore Residential Zoning District. A3. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District, and the Applicant is proposing 7,633 square -feet (15.4%) of hardcover with this project. Hardcover within the 75-foot lakeshore setback is decreasing from 6,712 square -feet to 5,527 square -feet. A4. The Applicant has applied for a variance for new hardcover in the 75' lakeshore setback for relocating the access from the driveway to the main entry of the house. A5. The Applicant has applied for a variance for expanding a building within the 75' lakeshore setback. A6. The Applicant has applied for a conditional use permit for a new retaining wall within the 75' lakeshore setback. A7. In considering this application for a variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variances upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARIANCE ANALYSIS: B1. Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance; the requested variances are in harmony with the intent and purpose of the ordinance. The lakeshore setback significantly impacts the house and property, and the proposal involves a significant decrease in hardcover within the lakeshore at the expense of minor expansions to the existing house within the lakeshore; and 90 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 B2. Variances shall only be permitted when consistent with the comprehensive plan; the proposed variance to maintain and improve an existing single-family residential use is consistent with the Plan; and B3. Variances may be granted when the Applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls; the proposal to improve the existing conditions with minimal expansions in the lakeshore is reasonable; and b. The plight of the landowner is due to circumstances unique to his property not created by the landowner; the property has a narrow building envelope where most improvements to the existing home are within the lakeshore; and c. The variance, if granted, will not alter the essential character of the locality; the character of the locality will not be altered, as the proposed work involves the rehabilitation of an existing house and the overall reduction of hardcover within the Lakeshore. B4. Economic considerations alone do not constitute practical difficulties; economic considerations are not a practical difficulty supporting the variance requests; and B5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78; this condition is not applicable; and B6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located; a single-family residential use is permitted within LR-1B zoning; and B7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling; this condition is not applicable; and B8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property; as a peninsula, the Property is impacted by the lakeshore setback on three sides where expansions to the existing home are within the lakeshore; and 91 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 B9. The conditions do not apply generally to other land or structures in the district in which the land is located; the conditions of the property are unique and generally do not apply to other properties where the lakeshore setback surrounds a property as significantly. Any modifications to the driveway and most modifications to the house impact the Lakeshore; and B10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the Applicant; the granting of variances for the homeowner is necessary for the preservation and enjoyment of a substantial property right. Without relief from the shoreland overlay standards, the house cannot be substantially improved or altered, nor the driveway relocated further inland; and B11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter; the granting of variances under these circumstances is not be contrary to the intent of the zoning code, nor impact the health, safety, comfort, and morals of the community. The proposal involves minimal expansions of the existing home and results in a net reduction in hardcover in the lakeshore, which is an improvement for the property given the substantial lake frontage it has; and B12. The granting of such variance will not merely serve as a convenience to the Applicant, but is necessary to alleviate demonstrable difficulty; the granting of variances for both the house modifications and hardcover alterations would be reasonable given the demonstrated difficulties of the lakeshore impacting the property. CONDITIONAL USE ANALYSIS: The City Council may approve a conditional use permit for the construction of retaining walls as long as the walls are: C1. Designed to correct an established erosion problem; the existing timber walls have deteriorated significantly and have failed to adequately provide soil stability in this area. The proposed change in material to limestone and the 2.4-foot extension will better address the existing conditions of the failed wall and prevent stormwater from impacting the building; and C2. Suitable given the demonstrated need; the proposed walls are suitable and have been articulated to address the conditions the existing walls failed to contain; and C3. Designed by a registered engineer or landscape architect, depending on the project scope; a licensed engineer's letter was submitted with the application attesting to the need for the proposed retaining wall; and h CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 C4. Designed to be the minimum size necessary to control the erosion problem; the increase in size of the proposed wall can better provide soil retention and help reduce the impacts of stormwater on the building. Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: C5. Consistent with the community management plan; the walls are proposed to address existing and persistent slope stability and soil retention issues, an aspect consistent with the Plan; and C6. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; retaining walls within the lakeyard are permitted where they are deemed necessary to protect the integrity of a slope. The existing wall has deteriorated and without improvement, the conditions of the slope are negatively impacting the building; and C7. Adequately served by police, fire, roads, and stormwater management; the Property meets this standard; and C8. Provided with an adequate water supply and sewage disposal system; the Property meets this standard; and C9. Not expected to generate excessive demand for public services at public cost; this proposal is not anticipated to impact public services; and C10. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; the proposed wall is replacing a wall in poor condition and will better retain soil of the slope that sits above the channel between bays. The proposed wall is compatible with the area, and is better suited for the conditions of the slope than the existing wall; and C11. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the proposed walls are consistent with the character of the surrounding area, as they are only extended to better address the conditions and drainage patterns of the slopes; and C12. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; the proposed walls are compatible with the character of the other lakeshore improvements in the surrounding area; and 93 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 C13. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; the improvements to the inland slope with grading and the proposed retaining walls will not adversely impact other properties in the neighborhood; and C14. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the walls will be screened from the lake view as they are interior to the current embankment on the property. Landscaping has been proposed above the walls, but would impede access to the building if located near the bottom of wall. The existing house partially screens the wall from the northwest, and a majority of the wall is perpendicular to the north with some new trees proposed, adequately screening the wall from Stubbs Bay; and C15. Not create a nuisance that generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the proposal is not anticipated to create a nuisance; and C16. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; the proposal is not anticipated to create excessive traffic burdens on the nearby road network; and C17. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the proposed limestone wall is designed to be a minimal extension of the existing, deteriorated timber wall and will be supporting the slope around the building. The increase in size of the wall is to limit future environmental impact with better soil retention and stormwater flow away from the building; and C18. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right- of-way or neighboring residential uses or districts; the proposal does not include the installation of any exterior lighting; and C19. Not detrimental to the public health, public safety, or general welfare; the proposal does not come at a detriment to the public health, safety, or welfare of residents and landowners of the City of Orono. 94 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7639 CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants: 1. A variance from Orono Municipal Zoning Code Section 6.12.6240 for a building expansion within the 75' lakeshore setback; and 2. A variance from Orono Municipal Zoning Code Section 6.12.9110 for new hardcover within the 75' lakeshore setback; and 3. A conditional use permit pursuant to Orono Municipal Zoning Code Section 6.12.6240 for a new retaining wall within the 75' lakeshore setback; subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the site plans and building plans submitted by the Applicant, attached to this Resolution as Exhibit A and Exhibit B. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the owners, but are permissive only and must be exercised by obtaining a permit for the project and commencing construction of said project, or the variance will expire (November 10, 2026). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 10th day of November, 2025. ATTEST: CITY OF ORONO: Christine Lusian, City Clerk Bob Tunheim, Mayor 95 CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE �91A)\, MINNETONKA STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / ILL] 17, 929.4, CONTOURS / � O^ 0 HOUSE #�8�15 w 06 N 90°00' 00" E LINE CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y LINE (O.H.WJ b% sb \ \\\\\ / SEiBECK WE Sj LINF \79-10 ti \ \ �^ �Ml �TL �� �9ik �`PP A9C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ EC \AS \ \\\ \ /y— r �\ —� PRaPosm-f•// DECK 9w TY EX IN / HOUSE 14\ 1AAN M> N—) //' ' A°t�. • AV�PA PAVEx ° , Ri P l93"'. "vax (ja (0 C \ \ \ \ /.. \\ �0"s s BLACKTOP I -- l I DRIVEWAY () <929 4 CONTOUR ................... 68.00 .............. , PARTENWOOD —9 N 90°00' 00" W ROAD M1'' \ I \ \ I \ I \ \ 2 LAKE MINNETONKA \; `; 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� ato wA� E- z � a Y ~r, J V O V. : 54 O U) � fn yy Ga C, �V 4 3 a o a wzw� pq z z zWLo � a CJ' 25-050 CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE �91A)\, MINNETONKA STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / ILL] 17, 929.4, CONTOURS / � O^ 0 HOUSE #�8�15 w 06 N 90°00' 00" E LINE CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y LINE (O.H.WJ b% sb \ \\\\\ / SEiBECK WE Sj LINF \79-10 ti \ \ �^ �Ml �TL �� �9ik �`PP A9C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ EC \AS \ \\\ \ /y— r �\ —� PRaPosm-f•// DECK 9w TY EX IN / HOUSE 14\ 1AAN M> N—) //' ' A°t�. • AV�PA PAVEx ° , Ri P l93"'. "vax (ja (0 C \ \ \ \ /.. \\ �0"s s BLACKTOP I -- l I DRIVEWAY () <929 4 CONTOUR ................... 68.00 .............. , PARTENWOOD -9 N 90°00' 00" W ROAD M1'' \ I \ \ I \ I \ \ 2 LAKE MINNETONKA \; `; 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� ato wA� E- z � a Y ~r, J V O V. : 54 O U) � fn yy Ga C, �V 4 3 a o a wzw� pq z z zWLo � a CJ' 25-050 00 M CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE �91A)\, MINNETONKA STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / ILL] 17, 929.4, CONTOURS / � O^ 0 HOUSE #�8�15 w 06 N 90°00' 00" E LINE CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y LINE (O.H.WJ b% sb \ \\\\\ / SEiBECK WE Sj LINF \79-10 ti \ \ �^ �Ml �TL �� �9ik �`PP A9C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ EC \AS \ \\\ \ /y— r �\ —� PRaPosm-f•// DECK 9w TY EX IN / HOUSE 14\ 1AAN M> N—) //' ' A°t�. • AV�PA PAVEx ° , Ri P l93"'. "vax (ja (0 C \ \ \ \ /.. \\ �0"s s BLACKTOP I -- l I DRIVEWAY () <929 4 CONTOUR ................... 68.00 .............. , PARTENWOOD —9 N 90°00' 00" W ROAD M1'' \ I \ \ I \ I \ \ 2 LAKE MINNETONKA \; `; 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� ato wA� E- z � a Y ~r, J V O V d 54 O U) � fn yy Ga C, �V 4 3 a o a wzw� pq z z zWLo � a CJ' 25-050 99 4.) EX PRIM 1.) E KITC W/ E EXTI FOU 18" E EXIT E D C L.� L/V I LIV`71VIV VI DINING ROOM WALL -- =- 8.) NEW ROOF + 3x NEW CUPOLAS B A 5.) NEW 55sf BALCONY BENEATH EXISTING 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 Cq (0 CO E M LO U — N � O � N to � C � '3 0 0 Y � U � U N � O L �0 O O 4-0 � Q o a--+ U) U C J U > L 2 ` a }/ U N Y L a W W ci A00a 100 I -------------------------- MAL 9. b 1w ----- -- ------------ mom Mil B AD Anna Dovo —s an Associates Interior Design Consultants 5009 ridge road edina, mn 55436 612.296.2626 0 0:0 go -40 r I I JII rN J. 61 71 *11 10111 6I'1 AD Anna Dovo is an Associates Interior Design Consultants 5009 ridge road edina, mn 55436 612.296.2626 0 •:. _1IIIFF E EXISTING 12" DIAMETER X 48" DEEP CONCRETE SONOTUBE 0 0 EXISTING 12" CMU 48" DEPTH TO BE EXISTING 12" CMU DEMOLISHED FOUNDATION 48" DEPTH % 14'-6" o > 4 1'- 6„ 00 O m a s o I� 00 z c\ U U � w I 8'-5" 00 �4' - 5 3/8" = I co co in .1 1 4'-53/8" m v � 0 1 —50 EXISTING I � 0 9' 4' -1 N FOUNDATION EXISTING CHIMNEY SUPPORTING FIREPLACE STANDARD BRICK 60 °° COLUMNS TO BE REMOVED TO EXTENTS SHOWN IN ORANGE. OTHER EXTENTS 23'- 3 3/4" OF BRICK FOUNDATION TO L-s CONDFLOOR ABOVE- --------- -------- BE REMOVED AND REPLACED /-_ IEXISTINGSTANDARD BRICK 7' - 6 5/8" 1' - 0" 8' - 4" 1' - 0" 7' - 5 1/8" 6'- 0 13/16" OFoundation AS BUILT 1 /8" = 1'-0" EXISTING PHOT ORIENTATION EXISTING 12" DIAMETER X 48" DEEP CONCRETE SONOTUBE 7' - 11 1/2" Iw 0 co a y0 0 Z U w I 3, 60 16'- 0 5/8" v � i 00 4'- 5 3/8" i PANTRY _ N 75' ° 9' - 4" SETBACK i " , LI E ? � FIREPLACE i I BALCONY \ ABOVE ro I \ \ I \ \ 23' - 8 3/4" I \ \\I o \ 24' - 3 3/4" SECOND FLOOR ABOVE__ vv BALCONY \ ABOVE i 75' SETBACK LINE OFirst Floor - AS BUILT 1 /8" = 1'-0" 47' - 6" EXISTING FOUNDATION SUPPORTING STANDARD BRICK 19'-6" 1'- J EXISTING 12" CMU FOUNDATION 48" DEPTH TO CORNER D C I\ T-4 0" 7' - 8 1/16" 1' - CS' - 0 1/4" CC -1 - 75' SETBACK LINES i i 6' - 0 5/16" 8' - 4 5/8" 10' - 0 1/4" g3I°` EXISTING WESTERN- MOST FOUNDATION #2.) PROPOSED NEW FOUNDATION WALL NOT TO PROTRUDE WEST OF EXISTING WESTERN -MOST FOUNDATION FOR EXISTING KITCHEN WALL AND BRICK COLUMNS' FOUNDATIONS 12" CMU FOUNDATION 48" DEPTH y31 EXISTING FOUNDATION TO BE REMOVED PROPOSED NEW BRICK COLUMNS' FOUNDATIONS B -- -- #1.) PROPOSED NEW FOUNDATION WALL (18" SOUTH OF EXISTING TO EMULATE EXISTING 18" - OVERHANGS ELSEWHERE ON EXISTING HOUSE NEW BRICK _ COLUMNS' FOUNDATIONS TO REPLACE EXISTING 17 7/8" I i � LESS WEST THAN EXISTING � I i 5 3/8" 3- 9 1/2" 1 - ' 75' SETBACK LINE 3'- 7 3/16". -- M L I Foundation Pl n- PR P \� `—\\\�� E a PROPOSED D v. EXISTINGF �V 1 /8"1 -011 R i / I � Ji5l I I II I I NEW FOUNDATION FOR TRIANGULAR PLANTER I 75' SETBACK LINE XISTING BLOCK OUNDATIONS TO BE EMOVED AND REPLACED -_- #1.) PROPOSED NEW FOUNDATION WALL (18" EXISTING NOSING OF SOUTH OF EXISTING ----------------- HOUSE AND FOUNDATION (TO BE PORCH TO BE EXISTING 1OX10 DEMOLISHED REMOVED) PILLAR TO BE PROPOSED NEW DEMOLISHED BRICK COLUMNS PER 9/2024 CITY �? COMMENTS ON RPS24-000108 a I I EXISTING WESTERN -MOST " 6'-31/4" 3'-51/4" 11'-81/2" KITCHEN TO REMAIN J I 1 I I I I I I I I I I I I #7.) PROPOSED NEW FOUNDATION FOR NEW CHIMNEY — 75' SETBACK LINE A #6.) PROPOSED NEW BRICK COLUMNS' FOUNDATIONS ° #73 PROPOSED NEW CHIMNEY & EXTERIOR -FACING FIREPLACE NOT INTRUDING ON SETBACK. EXISTING WINDOWS ON MAIN AND UPPER LEVELS TO BE REMOVED IN AREAS BEHIND PROPOSED CHIMNEY FOR SHEAR WALL REQUIRED PER STRUCTURAL ENGINEER - 75' SETBACK LINE 1 11 i #2.) PROPOSED NEW FOUNDATION WALL , 1 NOT TO PROTRUDE WEST OF EXISTING --` ---L - WESTERN -MOST FOUNDATION FOR r EXISTING KITCHEN WALL AND BRICK COLUMNS' FOUNDATIONS ;— i d p � 75' SETBACK i 1 I I I I I o LINE 0'-77/8" 1 I I I I I i 1 t \ \ A Io \ \ \ 1 I I I I I \\ I I I I I I I M I I I I I I I L- - - - --- - - - - - - - - - - - - - - - - 7 -------— — — — — — — — — — �Do L---- - - - - -- ------ -- -J — — — NEW TRIANGULAR BRICK PLANTER / WITH FOUNDATION 75' SETBACK --�� LINE EXISTING STANDARD BRICK COLUMNS TO BE REMOVED AND REPLACED WITH SAME VOLUME AS EXISTING WITH "ROBIE HOUSE" AND OFirst Floor - PROPOSED v. EXISTING PRAIRIE STYLE ACCURATE BRICK 1 /8" — 1'-0" W 'O 0 4 3 2 #6.) PROPOSED NEW BRICK COLUMNS' 0 FOUNDATIONS z64, o, z O U Z) co z 0 O LL O z 1 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 0000 _ � 103 CO E M 0) LO U — N � .o a U) CU iT >1 C CU .3 0 (6 Y � Y � U U L Cz L _O ILL G W O O O U) _a) Q O M U L 06 LO a) 0 � 2 Q o o a Cq N ) _. y °' X 00 C w aW 0 A012a E D 1 oeumu riuur rian - HO DUiL_ i 1 /8" = 1'-0" EXISTINC BE REPLI C #4. ) PROPOSED BATHROOM ADDITION 31 GSF / BALCONY B 90 W%%i0per%%%� i • \�►i�i�i�i�i�i��►°i�i��0��EXTENTS OF FOUNDATION 112 GSF 75' SETBACK I I I I I I I I I I BALCONY 75' SETBACK -Second Foor Pfan - PROPOSED v: OEXISTING 1/8S1 0, #5.) PROPOSED COVERED BALCONY IS BENEATH EXTENTS OF BOTH EXISTING AND PROPOSED ROOF OVERHANG 68 SF >7 \ 000 A KEY: EXPANDING AREA (OCCUPIED SQUARE FOOTAGE OR BALCONY) #6 PROPOSED BALCONY WITH BRICK COLUMNS BENEATH 24 SF I I I I I I I I I L J I 90 0 33�'2 yo 0 2ti1� \ O \ •s y2- GARAGE ROOF BELOW 0'-6" (o PROPOSED CHIMNEY TO PENETRATIONS PASS THROUGH ROOF AND IN ROOF EAVES AND SOFFIT 0'-6" SOFFIT PROPOSED ROOF AREA EXTENDING BEYOND EXISTING 3"/12" SLOPES ON CUPOLA ROOF EXTENTS 375 SF 0 0 1'_8" 16'- 2 1/2" 0 W 0 < 4"/12" 4"/12" I SLOPE SLOPE SHED ROOF 4"/12" SHED ROOF EXISTING ON MAIN ROOF ON MAIN ROOF 1.25"/12" SLOPE 1.25"/12" CHIMNEY ON MAIN SLOPE ROOF SLOPE 4"/12" SLOPE TO REMAIN ON MAIN 1'-8" - ROOF 00, 00 4"/ 12" 00, 00 00, 00 SLOPE 00< ON MAIN ROOF 3"/12" SLOPES - 0'-6" ON CUPOLA per'_ 2 r'. p�p�0 S 4"/12" PENETRATIONS \ �� SLOPE ON MAIN ROOF <IN ROOF EAVES AND SOFFIT y 0'-6" 4'-113/1 N� L/\IJI II VLI I\VVI JI I\UUI UI\L r0 REMAIN. EXISTING ROOFING MATERIAL TO BE REPLACED EXISTING BALCONIES TO BE REPLACED TO EXTENTS OF EXISTING ORoof Plan - PROPOSED v. EXISTING 1/8" = 1'-0" KEY: EXPANDING ROOF AREA BEYOND EXTENTS OF EXISTING IN PLAN VIEW EXPANDING ROOF AREA ABOVE EXISTING BALCONY MASS AND AREA EXTENTS TO REMAIN EXISTING ROOF STRUCTURE AND EXTENTS OF OVERHANGS TO REMAIN AS EXISTING SRO _00 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 co 104 M M LO co U — O � a Cn := o � Y o m m m � U "t3 C O O Q) L CU T O 06 Q O ° O `� N U) _� U w L 06 LO m i Q o � N V / L L X CIO c W 0 Q II LLJ A012b 33' - 5" 5- 10 1/4" 21' - 8 1/2" 5'- 10 1/4" 63- 0 15/16" ROOFING 3/12 AND 4/12 SLOPES: CEDAR SAWED BLUE LABEL SHINGLES 0'-4" 1'-0" APPLIED PER CEDAR SHAKE & SHINGLE BUREAU (LOW SLOPE) ROOF DECK: 5/8" CDX PER APA 1'-81/4" GRACE ICE & WATER SHIELD THROUGHOUT W/ ADDITIONAL OVERHANG 1' 81/4" HEAT RESISTANT PRODUCT BENEATH ANY SOLDERED METAL ` SHERIDAN METAL SOLDERING 1'-81/4" 4"/12" AREAS AT SLOPES 2/12 OR FLATTER 4'-6" AND AT CONDITIONS BUBBLED 4'-6" CEDAR SHAKE BREATHER 3D MATRIX FOR AIR GAP. INSTALLED ON DRAWING. FOR BID, CONSULT OVERHANG PER MFCTR. GC FOR ESTIMATING SF OF SOLDERED OVERHANG SURFACES STAINLESS STEEL FASTENERS 3"/12" OVERHANG 2'-3" 6'- 113/8" 14' - 2 7/16" 3- 6 3/16' 4' - 8 11/16" 1' - 3 1/16" 14' - 2 7/16" N 12" 3"/ 12" 3"/ 12" rn 41/1 2" OPENINGS DO IN EAVE AND SOFFIT 0 3"/ 12" 8'- 7 1/4" 8' - 7 1/4" 00 ih z a � m OVERHANG-1 F1 F1 F1 F1 F1 O Z Q -1 ElNF1 N o � io OVERHANG F -6 VV m OVERHANG CHIMNEY m OVERHANG OVERHANG OVERHANG 1.25" 0 / 12" 411/12" 1.25" *FINAL / 12" SLOPE *FINAL TBD* SLOPE 00 0 TBD* O c- in m 4"/ 1 2" CN EXISTING CHIMNEY v o m OPENINGS EAVE N 3"/12" 4"/ 1 2" 3"/ 1 2" 3"/ 12" cn m 50 cV 4' - 6" OVERHANG OVERHANG 4"/ 1 2" OVERHANG a )T Flan H5 3/1 " m 7' - 5 3/16" 22' - 3" 37' - 1 7/16" 3"/12" 00 4"/12" 7' - 5 1/4" 4"/ 1 2" OPENINGS IN SAVE o AND SOFFIT o OVERHANG I- 18'-27/8" OVERHANG LJEJuuu EUUEE 37' - 115/8" 8'- 5 13/16" ALL EXISTING ROOFING AND ROOF STRUCTURE TO BE REMOVED AND REPLACED EXCEPT GARAGE ROOF 9 7r,> 18' - 2 13/16" 411/12" 411/12" 3 -6 — EXISTING METAL ROOFING TO BE REMOVED AND REPLACED —7 A SOFFIT: FLAT SOFFIT FOR ALL 4:12 SLOPES (MAIN ROOF AND GARAGE ROOF) NO FLAT SOFFIT FOR OTHER ROOF OVERHANGS (CUPOLAS AND DORMERS) 4"/ 1 2" OVERHANG 4"/ 1 2" m 0 N "/12" titi� i$ 29 a3i8. z 0 z 0 0 LL I- 0 z 4 NOT FOR CONSTRUCTION 3 Project #: Progress Set 29 Date: 5/16/2025 Integrated Design, Drawings, Project Mgmt by: Marco Vincent I Takka Day Design 1651.336.8885 Noz 1 Revision 1 Date 1 105 LJ 2 AJ �0 O O LO L L Q_ V N l ON W L NO a L0 E NEW BRICK& LIMESTONE BANDED MASONRY (L&P) (u;R) (UtA�L) (OCAP) I ( I NEW HOSE BIB 1/4 J (U�I — I I J NEW BRICK & LIMESTONE BANDED MASONRY W > O m Q of ---- O O J LL 0 Z O W STAINED GLASS TO INTERIOR; TRIPANE IG TO EXTERIOR NEW LONGITUDINAL "RHOUSE" BRICK &LIMESTONE BANDED MASONRY i PRi G � DEMO. EXISTING BRICK & EXTEND WEST TO FACE OF i EXT. DINING AREA i WALL & REPLACE WITH NEW "ROBIE i HOUSE" BRICK i PER TBD DETAIL i 1/3 EXISTING SEWER CLEANOUT IN THIS DIRECTION NEAR PROPERTY LINE °o0 w I I � 2x FAUCETS cJi I DW ° ° w DW I I KITCHEN I I MARBLE # 01 SLABS - ---I� /` ) *TBD* IF PRIMARY BEDROOM w WINDOWS ABOVE z ARE OPERABLE PER 0 GRILL SMOKE U NEW BRICK & /LIMESTONE BANDED MASONRY I REF w *TBD* IF CENTERED ON INTERIOR z MARVIN DOOR W/ CUSTOM WALL OR ALIGNED WITH PIVOT FREEZER p SDL GRID PATTERN TBD ENTRY DOOR STONE COUNTER "SERVERY" WINDOW BY MARVIN C NEW EXTERIOR GAS FIREPLACE CHIMNEY OF STANDARD BRICK AND LIMESTONE BANDING II w/ CUSTOM GRID PATTERN TBD i w/ PG -RATED OR H2O MGMT SILL i (MARVIN TO SHARE OPTIONS) =- NEW LANDING AND STAIR DOWN TO i i ---- _�==L= - - - - - -===-__- =-� =L MECH. ROOM AND IMPACTED HALL, � III DOORS, ORIENTATION AND ALIGNMENT -- - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - -- 14**TBD BY GENERAL CONTRACTOR** BAR CT)/ TYPICAL: DROP 12" BOX INTERIOR WALL BEAMS W/ TBD PANELING (SPEC. LIGHTING TBD) THROUGHOUT TYP. WOOD WALL PANELING STONE COUNTER DINING WALLS i +-2" CLEARANCE BEHIND FIREPLACE TBD PER MANUFACTURER AND GENERAL CONTRACTOR r TYP. WOOD WALL PANELING m I I � I / o DINING CEILING: RECESSED STAINED GLASS PATTERN PER FRANK LLOYD WRIGHT MET. MUSEUM z INSPO. SURROUNDING TRIM TBD I DEVELO_P M.E.P. STRATEGY, C> m #02 -4' LOCATIONS AND ORIENTATION aQ�I REF. 36X2 1 TO ACCOMMODATE THIS DOOR QQ BATH A o i I FOR ACCESS TO STEREO, AND OHO IL i TBD HOME AUTOMATION EQUIP.T i - - - - - - - - �Q 00 i O � � I �� NOTE: DIMS. ARE UNEQUAL PANTRY ON EACH SIDE OF FIREPLACE. / a i i FUR NICHE FOR BACK- a LIT STAINED GLASS FUR NICHE FOR BACK- LIT STAINED GLASS I I I I I I I I I DEMO EXISTING FACE BRICK; MAINTAIN TV ABOVE PER **TBD** DEPTHS CLEARANCE REQS.OF EXISTING CONCRETE BLOCK; REUSE OF FIREPLACE MANUFACTURER OF SOFFIT & EXISTING FIREPLACE BOX TBD. NEW OPEN INTERIOR COLUMNS. 1 1 GAS FIREPLACE WITH FAN. IF POSSIBLE WITH TBD ON IF THEY WILL EXISTING BOX, SPEC: VIVIAN FIREPLACE 94w X ALIGN OR NOT. WRAP 50.75h X 9d WITH 48X40 BOX. ***TBD*** COLUMN WITH �— CEILING: BACK -LIT STAINED REEDED WOOD �/ 1 1 GLASS WITH "LATTICE -LIKE" PANELING (SPEC. I I WOOD FEATURE (DETAIL AND TBD) IN -FLOOR OUTLETS (2 OR 3 LOCATIONS II EXTENTS *TBD* I TBD PENDING FURNITURE PLAN) I I I I I I I ------ DEN-------- DROP 12" BOX BEAMS ` W/ LIGHTING \ #03 (STRATEGY TBD) t 1 I I I I I **TBD** DEPTHS OF SOFFIT & INTERIOR I I COLUMNS. TBD ON IF THEY WILL ALIGN I I OR NOT. WRAP COLUMN WITH REEDED I I WOOD PANELING (SPEC. TBD) I 2/3 EXISTING SEWER CLEANOUT I L--------- - - - - - I I - - - - - - - - - - - - - - - - ------ ---- - - - - -- -- - - -SECOND FLOOR ABOVE --- First Floor Plan - NOTES 1 /4" = 1'-0" MECH. WALL -t---------- O ROOM CHUNG] ICE 3/3 TOILET -------- i -r-- MECH. RM. EXTENDS & EXISTING SEWER MURPHY BED HIDDEN IN PANELING r"EQUIP. CLEAN UT 18" DEPTH " EXTENDS ,� � I BENEATH'r ,-------- �A STAIR& >,, OFFICE �p gLANDING //i// ,��A ` T----------------- FRIDGE #04 DRAWERS -- -- - - -- UP 0O I I z � O�q I WALL a OPEN Q' �!o I PANELING -- ii q HIDDEN w TO ABOVE /^\\\ \ 2���ti SAFE/DOOR E ESPERINT. L-- - - - - ---- - - -- - --- o/` \ \ \ I CEILING COFFERING I DETAIL TBD. CENTER O PANEL GLASS ` MULLIONS ` RAILING TO MATCH EXTERIOR BALCONY' RAILINGS `W ` SWITCHABLE PRIVACY GLASS CLIC (CLIC GLASS IN MARVIN DIRECT GLAZE UNITS) CLIC) , FLOATING STAIRS TO I LANDING W/ TREAD LIGHTING ON ALL STAIRS ---------------7- ------ MAIN- --------J _ — — CUSTOM PIVOT DOOR WITH — ENTRY CUSTOM METAL& WOOD DEMO. EXISTING BRICK & TREATMENTS PER TBD DETAIL REPLACE WITH NEW "ROBIE HOUSE" BRICK PER TBD DETAIL COUNTER/BOOKSHEL BELOW WINDOW TRIM DRAWN AT 12" DEPTH AUTOMATED SHADES FOR OFFICE AND GREAT ROOM SLIDING DOOR (2 ROLLERS: BLACKOUT AND LIGHT -PERVIOUS); POCKET/WALL/CEILING DETAIL TBD. (RECESSED IN CEILING OR WALL FURRED TO HIDE OVER DOOR FRAME; NOT WALL -MOUNTED) EXISTING WELL IN THIS AREA I CURBLESS SHOWER W/ +-3" DROP. FLOOR DETAILS TBD PER G.C. 98" TELEVISION WAISHR RECESSED INTO WALL. 28x32 FURRING DEPTH TBD — J DRYER 28x32 II T B EXISTING BMC (DIM. 1-5/16")ON ALL EXISTING MARVIN DOORS & WINDOWS ` NEW BRICK & LIMESTONE BANDED MAS( DEMO. EXISTING BRICK &� REPLACE WITH NEW "ROBIE HOUSE" BRICK PER TBD DETAIL i FLOOR - TO - CEILING \ POCKET DOOR WITH: STAINED GLASS IN Y2 PANEL; SWEEP BENEATH PANEL FOR LAUNDRY SOUND MITIGATION GREAT RM #05 P RUNTED TOILET POCKELETT DOOR VENETIAN PLASTER - POLISHED - THROUGHOUTGREAT ROOM WALLS BATH B ------------------- ----------------------- o� Y3 ------------------- --- COVE MILLWORK ON CEILING (PER TBD DETAIL 4 TO ALIGN WITH ENDS OF TELEVISION Z VENETIAN PLASTER - POLISHED - THROUGHOUT GREAT ROOM J� SPECIFICATIONS: ° 1. HVAC: Airconditioning, In -floor hydronic heating through out main level, upper level and garage. Two air exchanges �-� with automated CO2 sensors informing CFM boost mode. Note 2x indoor fireplaces (open, gas) with enervex fans. Note specs. for kitchen hood. �P-Ci 2. ELECTRICAL/LOW VOLTAGE/AUTOMATION/SECURITY: REFER TO SEPARATE ELECTRICAL DRAWINGS AND SPECIFICATIONS OF CABINETRY FABRICATOR: 3. CABINETRY Fabricator to collaborate with PM and GC to determine Scope of Work for Material and Labor responsibilities between CLOSET and MILLWORK contractors. Refer to ORANGE image for current CABINETRY CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 4. MILLWORK FABRICATOR to collaborate with PM and/or GC to determine Scope of Work for Material and Labor responsibilities between CABINETRY and CLOSET contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 5. CLOSET FABRICATOR (NOT CABINETRY) to determine Scope of Work for Material and Labor responsibilities between CABINETRY and MILLWORK contractors. 6. PLUMBING: refer to Ferguson Plumbing selections dated 2025.08.15. Verify all items with PM & GC before ordering from Ferguson. 7. INTERIOR WALL & CEILING FINISHES: prepare Bid per Drawings and Specifications in this Drawing Set; but schedule meeting with PM (Marco Vincent) to review your specifications prior to sending Bid. 8. INTERIOR DOORS: POCKET DOORS: soft close and soft open throughout; FLAT PANEL doors to receive HIDDEN BOOKSHELF and/or WOOD WALL PANELING throughout UPPER LEVEL NEW HOSE BIB 3/4 HOT & COLD R Entry Door MARVIN DOOR W/ CUSTOM GRID PATTERN TBD MUD RM #06 NEW HOSE BIB 2/4 DOG WAS STA ON 4/4 GE A WOODWORK kfic rerr oablreE paFrtr' �ablrrets dfgfr?g bar,:abfrnet3 df rrf rrg berms office. bookOtefvferg aC n3om oabfrhffrs �West.. great room oabfrren ;eavt pri rr. 1 ca bf roM - bedsfdes pri n'r_ 1 ca bf."em - sout i prim. 1 oabfrem - h fdderl ba [f7r r i d r.S print_ Y oa Nners - ba tr. plfrars?x r` "r.Prfrrr_ lea bf rrets - bat. vanit prim_ 1 baIr M f f rFer cf oser pr fM. 1: Wa fk-4rt dose[ baih A vartlt, ba Cfi 6 va rr f I� bath D varrfq bam. F vanfC, ra r�dfrrg t oaxoa 5e fa r.,di rrg bookcase - h fdder7 door is ndi qg t oOJr: Se- bar .�Cudy bo�k�as.e ti of ff repface.l .study bar all caber;.abinets ai'Iw clots by afj':SEf FABR ICATOR } 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.10.07 #30 1 Revision 1 Date 1 LO 00 00 106 E Cl) M 0) LO U — N � •O � d N (n 0) >1 c CU •3 0 (6 CL61 � Y a H O a) � U N O L m Cz 2 E .2 P a GAS O O 3: U) LLJ O a) Z 1 � � CIO U n N U L °' d L 2 Q O a _O LL 04 04co N •M 00 L Y L � a W ci A01 E MIMI / / / / / / / / / / OFirst Floor - DIMENSIONED 1 /4" = 1'-011 u C B ELECTRICAL A 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 Date 1 LO 00 00 co 107 M M O1 � LO co U — O � d a) O O7 � C Q � Y u C ~ N N � U O O L Cu �0 v / O z O O () Z W 1 � � U N U � w L i Q O O LO (n � ILL � 04 N O N •m 00 L C L a 0 S W G A01.a E xi (�L UAWN) (DG/DG) A (l�L UAWN) AUTOMATED CURTAINS TO COVER WESTERN WALL STACK HERE — xv SWITCHABLE PRIVACY GLASS CLIG (CLIG GLASS IN MARVIN DIRECT GLAZE UNITS) CLIC) CURBLESS SHOWER W/ +-3" DROP. FLOOR DETAILS TBD PER G.C. ALL SINKS ARE UNDER MOUNT IN HOME UNLESS OTHERWISE NOTED TREATMENT OF WALL OR MASONRY WALL EXTENSION AND TIE-IN TO MASONRY AND BALCONY TBD / / / GLASS PANEL & STEEL RAILING IV IV IV IV (LITTR (U.� R ( �CAP/ (�R (L�R UAWN) UAWN) UP) UAWN) UAWN) **AUTOMATED SHADES WITH PRIMARY SUITE 1 BOTH BLACKOUT AND LIGHT- WOOD WALL PERVIOUS ROLLERS #07 PANELING PER THROUGHOUT PRIMARY SUITE #1 INTERIOR ELE.S I AUTOMATED RETRACTABLE I I I TELEVISION MECHANICS INTERIOR & BENEATH BED EXTERIOR OF CUPOLA WALL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I K 1-2: DISAPPEARING HINGED DOORS -� — — — — — — — — — — — \ — — — J I L-- - - - - - --------K2 -------- - - - - -- - - - - CABINET K1 CABINET CABINET WALL LINENS HUNG Tb - I CA)Y5a BATH C CLOSET W WARM TOWEL BA I I I Y5b COFFERED CEILING I I iv _(�R UAWN) MULL REINFORCEMENTS' DIMENSIONS TBD PER MARVIN v (D G) AUTOMATED TO COVER /CURTAINS EASTERN WALL IV STACK HERE (LI77R UAWN) CUSTOM SOL GRID PATTERN ON MARVIN AWNING PENDING SHOP DRAWING REVIEW COFFEE BAR DOOR HIDDEN IN BOOKCASE W/ BOOKCASE ABOVE w I i I U LANDING- / *TBD*: w SINK, 0 / p FAUCET, W/D p m / / #08 STACK SPEC. LAUNDRY z 0 N AND SIZE w #11 __ C" > SOFT OPEN & SOFT L_ - -COFFERED CEILING - - - - - - - - - -I -- CLOSE ON ALL POCKET STEAM SHOWER DOORS IN HOME / STEAM MECH. ABOVE SW CORNER OF CLOSET / __ _ _ 8" BENCH REFERENCE LINE:DN TV IN MIRRO ° a'�a ° ROOF RIDGE CENTERLINE i i i ART WALL (TBD IF i BRICK OR NOT) DEMO EXISTING FIREPLACES NOSING, BENCH, AND �O�c��F7� w FACE BRICK; MAINTAIN EXISTING CONCRETE BLOCK; !! F! Z m REUSE OF EXISTING FIREPLACE BOX TBD. F� �7�c a I WRAP INTERIOR WALL \• J COLUMN WITH WOOD TELEVISION ABOVE FIREPLACE U PANELING OPEN TO UJ a BELOW BALCONY r-------------CUPOLA FACE OFINTERIOR WALL- ---------- w/ LIGHTING AROUND PERIMETER I I \ oo a I I I I I I I I \ I I I I I I I I STU DY \ #09 I I I I \ \ IN -FLOOR OUTLETS (2 OR 3 LOCATIONS \ \\ TBD PENDING FURNITURE PLAN) L J \ L----------------------------------- -------L PONY WALL 24" WOOD PANELING (TYP.) WINE THROUGHOUT STUDY WALLS WRAP INTERIOR WALL COLUMN REF WITH WOOD PANELING 24" REF DRWR WOOD PANELING (TYP.) THROUGHOUT STAIR WALLS \ DN\WOOD ` RAILING \ CHASE INTOWALL OPTION C i I i 1 i I / I INTERIOR FACE OF- DORMER WALLABOVE I / i UPPER HALL #10 I 1 I )CCIND O CLEARSTORY TRANSCLEARSTORY W NLL GJ a TRANSOM I TRANSOM O HUNGJ WINDOW WINDOW 1 ABOVE DOOR ABOVE DOOR I ALL SINKS ARE BATHTUB UNDER MOUNT IN I / SHOWER d HOME UNLESS BATHE BATH D WALL HUNG Y6 OTHERWISE NOTED 1 O LINEN I R1 R2 WOOD WALL & CEILING T&G PANELING - SPEC. TBD BED RM #12 I T1 T2 1 ------------------------- INTERIOR FACE OF DORMER WALL ABOVE �© CLEARSTOR) TRANSOM WINDOW ABOVE DOOF WOOD WALL & CEILING T&G PANELING - SPEC. TBD BED RM #13 BALCONY SPECIFICATIONS: GLASS PANEL 1. HVAC: REFER TO SEPARATE HVAC DRAWINGS AND SPECIFICATIONS & STEEL RAILING 2. ELECTRICAL/LOW VOLTAGE/AUTOMATION/SECURITY: REFER TO SEPARATE ELECTRICAL DRAWINGS O Second Floor Plan - NOTES AND SPECIFICATIONS OF CABINETRY FABRICATOR: 3. CABINETRY Fabricator to collaborate with PM and GC to determine Scope of Work for Material and Labor responsibilities between CLOSET and MILLWORK contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 4. MILLWORK FABRICATOR to collaborate with PM and/or GC to determine Scope of Work for Material and Labor responsibilities between CABINETRY and CLOSET contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 5. CLOSET FABRICATOR (NOT CABINETRY) to determine Scope of Work for Material and Labor responsibilities between CABINETRY and MILLWORK contractors. 6. PLUMBING: refer to Ferguson Plumbing selections dated 2025.08.15. Verify all items with PM & GC before ordering from Ferguson. 7. INTERIOR WALL & CEILING FINISHES: prepare Bid per Drawings and Specifications in this Drawing Set; but schedule meeting with PM (Marco Vincent) to review your specifications prior to sending Bid. 8. INTERIOR DOORS: POCKET DOORS: soft close and soft open throughout; FLAT PANEL doors to receive HIDDEN BOOKSHELF and/or WOOD WALL PANELING throughout UPPER LEVEL EXISTING \ WINDOWS REMOVED FOR SHEAR WALL B �I I ICQD I I I REFRIGERATOR DRAWER, COFFEE COLUMN, CABINTRY PRIM. STE. 2 #14 r O I I I I I I I I - - - - - - - - - REFERENCE LINE: ROOF RIDGE CENTERLINE II CLOSET TELEVISION RECESSED COFFERED LOCATION & I TREATMENTTBD L - e STAINED GLASS IN PANEL —� Y N��R\ p�P�� �\ I OF pJP \ BALCONY \ GLASS PANEL & STEEL RAILING A \\ O I STAINED GLASS INTERIOR ON THESE 4x UNITS `\ (SAME SIZE AND PATTERN \ AS DINING AREA UNITS r� BASE OF THESE 4x BATH F WINDOWS'TRIMTO ALIGN WITH TOP OF TUB �p (CURRENTLY DRAWN AT 9`c'a �PR��gPR 28 3/8" SILL HEIGHT) Z� ApN.1E CURBLESS SHOWER /W/+-3" DROP. FLOOR DETAILS TBD PER G.C. Z3 \ DOUBLE WALL FOR 4" IN -WALL KNEE WALL MEDICINE CABINET. ENSURE WITH GLASS EXTERIOR WALL IS FULLY ABOVE. INSULATED AND FLASHED SPECS TBD O WITH AIR GAP BETWEEN C INTERIOR WAL x$ y v ALL SINKS ARE GZ�rr UNDER MOUNT IN HOME UNLESS OTHERWISE NOTED STAINED GLASS IN PANEL; SOFT CLOSE & SOFT OPEN ON ALL INTERIOR FACE IPP6 A � POCKET DOORS OF CUPOLA WALL s xiiI 4" IN -WALL `FN (UC R) MEDICINE + \ CABINET XIV (UCAP) idtcri err £abl Pa rrtT Ca bf ri -_C5 dlrFlr7g ba r",:a blr?etz .'(rr(rrg bed officle books.17eMng mar roorrr oaNri%--t; greatrc*m caNTnets yeas prlrri.I-cab(r? bedsdeE ( pr1m. 1cablrr.-M- 50Ut prf rrF_ 1 cal5frem - fr(.dd" ba rfi r oorr -dr5 pr(rrF_ Yoab(rets -batr. p((rars?;r; prfm_ Y ea b(rrets - ba tr varr(t} prim. Y bat VVC rir.er. crease[ p.n rr7_ Y wa rk-4rr dosei ba Eft A va rr(t4 ba I -. B va rr(4 bla rF D var7(t� baIr. f Var7(q Wm. F varpft ra r7.dlr7g boo&a 5,-. la r.)di rrg hooka -se - hr(dtider7 der landing took am- bar s" book ase s wesi of flreprace.' .Its bar -9II mfier cabineis 43nd closets her C-MSET FARR ICATOR } z _O co z O U O LL O z 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.10.07 #30 1 Revision 1 Date 1 LO 00 00 108 co Ant E M 0) LO U — N � d N CU C CU '3 0 (6 CL61 � Y U a) � U � c N O L Cz 2 �0 O O U) w O � Z a 1 }� _M U O U O UD L C d L 2 LL co o " L O U 00 W a 0 A02 E ro i0 a 3 AUTOMATED CURTAINS TO COV ao I WESTERN WALL N STACK HERE 0 00 v V D C B 1 A03.2c A06-a 1 24' - 5" 3'-91/16" 3'-0" 1'-7" 3-101/2" 3-101/2" 1'-7" 3-0" 3'-9" A09 � 1 AUTOMATED SHADES WITH PRIMARY SUITE 1 BOTH BLACKOUT AND LIGHT - PERVIOUS ROLLERS #07 THROUGHOUT PRIMARY SUITE #1 } MULL >_ _ _ OfREINFORCEMENTS' DIMENSIONS TBD --------------------------------�I j 2g Of E PER MARVIN AUTOMATED RETRACTABLE INTERIOR & TELEVISION MECHANICSW EXTERIOR OF BENEATH BED f� CUPOLA WALL 4 1 3 7-S PRIMARY I I 1 I I I li -HEADBOARD 7-N PRIMARY 8'-97/16" 1 MINI HALL 6=WALL 12' - 8" 11 AUTOMATED CUSTOM SOL DISAPPEARING 4.6 CURTAINS TO COVER PATTERN ON HINGED DOORS EASTERN WALL MARVIN AWN STACK HPENDING SH 9 7/16" DRAWING RE --------5-7-S PRIMARY ---J 1 1 ABINETRY CABINET CABINET & DOORS CABINET W 5'-3" ABOVE >I > 00 ° — —PASS THROUGH > _ __ WALL E?,LI N 9"ENS ur_N W M W DOOR HIDDE 5' 0" = I�UNG TUILt ° IN BOOKCA J J �JJ .. m m BATHC-N �_ 14PRIM CLOSE2'. 11"N-3'-4"--- 2'-515/ 6 2'-6"— 2'-71/2' �I c_ 8' A04.7 5 u� = Z 6' - 1111/16.1N1 Zz_ �_1 I w 5 m m 1 5' 21,2"�L a LA ING" y CLOSET W13 " N 7 BATHC-� N 0 / �� p y\ WARM TOWEL BAR----�? 4�BATH C'111-1 1 0 1'-11" / m p `b ��BATHC4b rn co �' 0) C- Li5PRIM.CLO,N: .W-S / _ 3:10SHOWER O Mn 3 BATHC-S �H m C/) m C m MAIN N J / L ----COFFERED CEILING— — — — — J 12 A04.7 9 �6' - 11 11/ 16" M m o 3 0 L BAZHC-S 5 11/4 CICHER DN 18" BEN d <, p 9'-55/16" 9'-4" i 50 co z im im / A03.2c 2 / GLASS PANEL � _ — — — — — — — — — — — — — -------------------------- Z OPEN TO �w &STEEL RAILING � ------ — -------------------------- o BELOW E �.0 NY 16' - 9 15/16" o ii ao p STU DY I I I I I #09 o � I I \ 4 M 80 �\ SOFA 1 I I L — —— ------ — CUPOLA INTERIOR WALL ABOVE-------,5. ,C� ----J 3-----J 1 N L------------ — CUPOLA EXTERIOR WALL ABOVE— — — --- 2'-6916" v o A04.2 80 _ I 9'- 0 3/8" 0'- 11 15/I 1 8'- 4 1/8" 0' 11 7 8" 8' 9 3/16" 1 BAR N c-I o— _ 28' - 17/16" Fill i i i i BALCONY i i GLASS PANEL & STEEL RAILING 4' - 5 3/16" 9'- 6 5/16" 4'- 7 1/2" 4'- 8 1/2" 9' - 3 1/8" OSecond Floor Plan - DIMENSIONS 1/4" = 1'-0" RAILING RECESSED 20' - 4 9/16" 4'- 9 5/16" GRID ING A06-b / / / V-bl OP / 1 VIEW / / I / 16'- 7 1/4" INTERIOR FACE / INTERIOR FACE OF DORMER WALL OF DORMER WALL — 0'- 5 15/16" 11' - 6" 5'- 7 7/8" 0'- 6" UPPER FALL 12' - 0" Fill I � 1 12' oil2' - 8 3/4" 1' - 11 1/4" 4' - 3 1/4" 2' - 4 3/ ' 1' -11 1/4" `° # 10 13' 2" 4'- 6 3/4" I I CLEARSTORY (o CLEARSTOR 4'- 10 5/16" Q TRANSOM w ° o o WALL 0 TRANSOM WINDOW I � co ® ® I H� WINDOW LAUNDR ° w ? ABOVE DOOR o 1 BO\VED00 5'_9 � N # 11 BATHTUB 6' 9" 3' 5 1/2" / SHOWER -01 d BATH E BATH D LL H NG 80 » 3 5/16" - N 1'-3" N 3- 0 1/2" 4'- 2" N 1'-01/2"� 4'-0"Ol -81/2" LINEN° I o ao 3'- 9 3/4" I 5' - 8 1/2" � CHASE 4 I m i OPTION N 13' 71/2" iv CHASE OPTION 4'-10 7/8" 4'-9 1/8" A03.4 BED RM #1 0 o in 00 m 0'- 1 A03.4 6- 9 1/4" 1 7'- 0 1/4" 1 2' - 6 5/8" 1 A03.1 b 4 A08b 13' - 11". 0' - 2 3/4" 4' - 6 7/8" 1 2'- 0" BED RM #13 A03.3 2 8' - 0 5/8" 0 - 4" BALCONY GLASS PANEL 5'- 3 7/8" & STEEL RAILING I REFRIGERATOR CA DRAWER, COFFEE COLUMN, p CABINTRY zo N PRIM. STE. 2 ci N # 14- 0 5' - 4 5/8" 1 2' - 3 1/4" �5'- 6" I --————— —t---- -- --- --- ---- MAIN ROOF RIDGELINE I I I CLOSET i m I 6'- 8" 15 5 1/4" 1 I I I I I I 5'- 4" I I _ (0 � I a COFFERED CEILING J s \ v o \ cG, 4' - 8 3/4' N \ \ EXISTING 0 \ O WINDOWS REMOVED FOR �i' BA' 1d F \ SHEAR WALL O�j O \ 5'- 1 1/2" 2'- 13/4" s W 1� 6� \ N � \ 3 \ 1 A03.3 2 A03.5 A 3 A03.5 3 4 2 A03.1 b 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 1Z LO w 00 cl� Q0 109 CO Old E M O) :�i LO c0 U — .� C d a) O) � c 0 � Y m m m � U O ICU O m L CV ICU 2 V J O O z O Lu C i }� m 1 n U O O U .E. L LL m i LOQ � o O " U L c ar/1 W 0 �/ J A02.a E D IC B A T - 8 1/16" South 1 /4" = 1'-0" O 1 /4 t = 1 '-0" Second Floor 9'-01. First Floor Plan 0'-0" 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.09.29 #29 IZ LO M M � 110 M E M LO U — O � d a) O O7 � C Q � Y u O7 N N � U O co O m L CU 2 R `F___ v / O W o Z O 1 U v / G ` O L t i Q a � o N L I I I WJ c a 111 LJJ W ci A0301 N E 8.) ROOF REPLACEMENT + 3x NEW CUPOLAS + 2x NEW SHED DORMERS KEY: EXPANDING MASS BEYOND EXTENTS OF EXISTING HOUSE ELEVATIONS OR EXISTING FLOOR PLANS REPLACED OR EXPANDING MASS WITHIN EXTENTS OF EXISTING HOUSE ELEVATIONS REMOVED MASS ALL WINDOWS AND DOORS ARE NEW AND/OR TO BE REPLACED 1 A06-a ROOF - GA n 7.) NEW MASONRY nu1n AAIC\/ B 5.) NEW 20sf BALCONY W/ COLUMNS BELOW C \ Alr\A/ CCnr- MAI t+r\K1\/ A Second Floor go -oil irst Floor Plan or -off OSouth Copy 1 1 /4" = 1'-0" 2.) EXTENSION OF PRIMARY BEDROOM TO EXTENTS OF EXISTING BALCONY Second Floor AL 9'-0ff First Floor Plan 0'-0" OEast Copy 1 1 /4" = 1'-0" 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 co 111 M E M LO co U — O � d a) O O7 � C Q � Y u C ~ N N � U O co O L CU Q J W O Q O LU O r) Q }, O U v / G ` O L t i Q a � o N L > I I I WJ c a 111 LJJ W ci A0301 b E 8.) ROOF REPLACEMENT + 3x NEW CUPOLAS n.. Alr\A/ n1 IrPY r%l1 MR Ar r"b el 1 A06-a ROOF - GA n c W/ (;ULUMNS BELOW B A 2.) EXTENSION OF PRIMARY BEDROOM TO EXTENTS OF EXISTING BALCONY Second Floor AL 9'-0ff First Floor Plan 0'-0" OEast 1 /4" = 1'-0" 4 3 2 1 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO w 00 co 112 M E M LO co U — O � d Cn O O7 � C Q � Y u C ~ N N � U O O L Cu U) Q O w � O Z Q O U v / N_Z L _O_ t i Q o Q � o N L I I I WJ c a 111 LJJ W ci A03.1 c E D C B 2 West 1 /4" = 1'-0" North 1 1 /4" = 1'-0" 10' - 0 11/16" A z 0 N� ILL co z 0 0 LL 0 z 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.09.29 Checked by: Progress Set #: #29 LO 00 00 _ co 113 M E M O1 � LO co U — O � d Cn O O7 � C Q � Y u C ~ N N � U O O L Cu `F___ v / W 3: O O z ry 0 �--+ z U v / ti ` O L t i Q Q N L W 00 a J W W ci A0302 E EXISTING FACE OF MAIN LEA EXISTING KITCHEN NOSING, FOUNDATION, PORCH TO BE REMOVED LC tr i .)ten i u-- ivim yr r\i i \..i iCIV W/ EXISTING FOUNDATION MOVED 18" BACK FROM EXISTING FOUNDATION PROPOSED NORTH FACE OF MAIN LEVEL AND FOUNDATION MOVED 18" SOUTH FROM EXISTING C B KEY: U 1 /4" = 1'-0" I_1 EXPANDING MASS BEYOND EXTENTS OF EXISTING HOUSE ELEVATIONS OR EXISTING FLOOR PLANS >00 REPLACED OR EXPANDING MASS WITHIN EXTENTS OF EXISTING HOUSE ELEVATIONS L REMOVED MASS ALL WINDOWS AND DOORS ARE NEW AND/OR TO BE REPLACED 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 IZ LO 00 00 Cq ro M Old E O1 � LO U — O � a o Y � o Y Q) U O O LIMESTONE CHIMNEY CAP L O 2 � � 3EDROOM .CONY WALL - REPLACING ttuW EXISTING TIMBER W/COLUMNS W/ EXISTIING FOUNDATION NORTH O North BELOW MOVED 18" BACK FROM EXISTING 1/4" = 1'-0" FOUNDATION Q J ry W O 1 Cn W O O z Q a) ry O }, z U v / N_z O L t i Q Q N L W c ° a J 111 LJJ W ci 114 A0302b E EXISTING FACE GIF ,I114 EXISTING KITCHEN NOSING, FOUNDATION, PORCH TO BE REMOVED u tr i .)ten i u--iv.�iviv yr rxi i %..i i�lv W/ EXISTING FOUNDATION MOVED 18" BACK FROM EXISTING FOUNDATION PROPOSED NORTH FACE OF MAIN LEVEL AND FOUNDATION MOVED 18" SOUTH FROM EXISTING ttv.1 1v1--vv W/ COLUMNS BELOW C B LIMESTONE CHIMNEY CAP U 1 /4" = V-0" it 1.) [--n i yr rxi i VI i[_—iv W/ EXISTING FOUNDATION NORTH MOVED 18" BACK FROM EXISTING FOUNDATION A 3EDROOM .CONY ONorth Copy 1 1 /4" = 1'-0" 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 2 IZ LO 00 00 Cq ro (n E M O1 � LO U — O � a a) o Y o u Q) U U) W 3: O O z Q ry O }, z U v / N_z O L t i Q Q N L W co ° a J W W ci A03.2c 115 (0 r r CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE MINNETONKA t 40\����\ STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / ILL] 17, 929.4, CONTOURS / � O^ 0 HOUSE #�8�15 w 06 N 90°00' 00" E LINE CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y LINE (O.H.WJ b% sb \ \\\\\ / SEiBECK UNE Sj LINF \ti \ \ �Ml �TL -re)� �9iEC k �`PP A9C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ \AS \ \\\ \ �\ -� PRaPosm-f•// DECK 9w EX IN / HOUSE 14\ 1AAN M> N—) //' ' A°t�. • AV�PA PAVEx ° , Ri P l93"'. "vax (ja (0 C \ \ \ \ /.. \\ �0"s l DRIVEWAY () � �294 CONTOUR \\ \ A \ \ \ \ \ / 0 Q.� 19W PARTENWOOD —9 N 90°00' oo" w ROAD M1'' \ \ I \ I \ \\ \ \ 2 LAKE \ -4 \\ MINNETONKA 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� a wA� E- z � a Y ~r, J V O V. : 54 O U) � fn yy Ga C, �V 4 3 a o a wzw� pq z z zWLo � a CJ' 25-050 L CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE MINNETONKA /�����\\ STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / lil 929.4, CONTOURS / O^ ° HOUSE #�8�15 w 06 N 90°00' 00" E 929.4 CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y \r \\\\\\\\\ \\\\\ LINE (O.H.WJ \� / SEiBECK UNE Sj LINE 115,RO \ \ —(c)� �9ik� EC �`PP A9�C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ \ \ \\\ \ —� PRaPosm-f•// cE)f°'•'•s•�..."''� 9w A \ \ \ HOUSE Rt." (H> (N—) //' ' A°t�. • AV�PA PAVEx '�° , Ri \`�\\`\ \ \\\ (jMVEWAY a (0 C \ \ \ \ /.. \\\\;� My \ \\ y\ s DRIVEWAY I DRIVEWAY -- yg° l () � �294 CONTOUR \\ \ A \ \ \ \ \ 0 Q.� 19W PARTENWOOD -9 N 90°00' 00" W ROAD M1'' \ \ I \ I \ \\\ \\ \\ \ \ 2 LAKE \ -4 \\ MINNETONKA 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� a wA� E- z ~Y r, m J � V O V d > UJ yy z a o w wz� pq z z zWLo � a CJ' 25-050 00 r r CERTIFICATE OF SURVEY FOR JOHN ERICKSON OF LOT 1, BLOCK 2, PARTENWOOD HENNEPIN COUNTY, MINNESOTA LEGAL DESCRIPTION OF PREMISES : Lot 1, Block 2, PARTENWOOD • : denotes iron marker found LAKE MINNETONKA t 40\����\ STUBBS BAY (908.3): denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum / Bearings shown are based upon an assumed datum. This survey intends, to show the boundaries of the above described property, and the // O location of an existing house, spot elevations, topography and all visible "hardcover", p and the proposed location of a proposed deck and two proposed additions thereon. 04 It does not purport to show any other improvements or encroachments. / ILL] 17, 929.4, CONTOURS / � O^ 0 HOUSE #�8�15 w 06 N 90°00' 00" E LINE CONTOUR\, 929.4 CONTOUR LINE (O.H.W.) Y LINE (O.H.WJ b% sb \ \\\\\ / SEiBECK UNE Sj LINF \ti \ \ �Ml �TL -re)� �9iEC k �`PP A9C PQCENiLY PEAWVED••..... V1•..•.� Iw000 \ \AS \ \\\ \ �\ -� PRaPosm-f•// DECK 9w EX IN / HOUSE 14\ 1AAN M> N—) //' ' A°t�. • AV�PA PAVEx ° , Ri P l93"'. "vax (ja (0 C \ \ \ \ /.. \\ �0"s l DRIVEWAY () � �294 CONTOUR \\ \ A \ \ \ \ \ / 0 Q.� 19W PARTENWOOD —9 N 90°00' oo" w ROAD M1'' \ \ I \ I \ \\ \ \ 2 LAKE \ -4 \\ MINNETONKA 0 20 40 80 S C A L E I N F E E T MAXWELL BAY � a z_w z� a wA� E- z � a Y ~r, J V O V d 54 O U) � fn yy Ga C, �V 4 3 a o a wzw� pq z z zWLo � a CJ' 25-050 119 4.) EX PRIM 1.) E KITC W/ E EXTI FOU 18" E EXIT E D C L.� L/V I LIV`71VIV VI DINING ROOM WALL -- =- 8.) NEW ROOF + 3x NEW CUPOLAS B A 5.) NEW 55sf BALCONY BENEATH EXISTING 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 Cq (0 CO E M LO U — N � O � N to � C � '3 0 0 Y � U � U N � O L �0 O O 4-0 � Q o a--+ U) U C J U L 2 ` a }/ U N Y L a W W ci A00a 120 I -------------------------- MAL 9. b 1w ----- -- ------------ mom Mil B AD Anna Dovo —s an Associates Interior Design Consultants 5009 ridge road edina, mn 55436 612.296.2626 0 0:0 go -40 r I I JII rN J. 61 71 *11 10111 6I'1 AD Anna Dovo is an Associates Interior Design Consultants 5009 ridge road edina, mn 55436 612.296.2626 0 •:. _1IIIFF E EXISTING 12" DIAMETER X 48" DEEP CONCRETE SONOTUBE 0 0 EXISTING 12" CMU 48" DEPTH TO BE EXISTING 12" CMU DEMOLISHED FOUNDATION 48" DEPTH % 14'-6" o > 4 1'- 6„ 00 O m a s o I� 00 z c\ U U � w I 8'-5" 00 �4' - 5 3/8" = I co co in .1 1 4'-53/8" m v � 0 1 —50 EXISTING I � 0 9' 4' -1 N FOUNDATION EXISTING CHIMNEY SUPPORTING FIREPLACE STANDARD BRICK 60 °° COLUMNS TO BE REMOVED TO EXTENTS SHOWN IN ORANGE. OTHER EXTENTS 23'- 3 3/4" OF BRICK FOUNDATION TO L-s CONDFLOOR ABOVE- --------- -------- BE REMOVED AND REPLACED /-_ IEXISTINGSTANDARD BRICK 7' - 6 5/8" 1' - 0" 8' - 4" 1' - 0" 7' - 5 1/8" 6'- 0 13/16" OFoundation AS BUILT 1 /8" = 1'-0" EXISTING PHOT ORIENTATION EXISTING 12" DIAMETER X 48" DEEP CONCRETE SONOTUBE 7' - 11 1/2" Iw 0 co a y0 0 Z U w I 3, 60 16'- 0 5/8" v � i 00 4'- 5 3/8" i PANTRY _ N 75' ° 9' - 4" SETBACK i " , LI E ? � FIREPLACE i I BALCONY \ ABOVE ro I \ \ I \ \ 23' - 8 3/4" I \ \\I o \ 24' - 3 3/4" SECOND FLOOR ABOVE__ vv BALCONY \ ABOVE i 75' SETBACK LINE OFirst Floor - AS BUILT 1 /8" = 1'-0" 47' - 6" EXISTING FOUNDATION SUPPORTING STANDARD BRICK 19'-6" 1'- J EXISTING 12" CMU FOUNDATION 48" DEPTH TO CORNER D C I\ T-4 0" 7' - 8 1/16" 1' - CS' - 0 1/4" CC -1 - 75' SETBACK LINES i i 6' - 0 5/16" 8' - 4 5/8" 10' - 0 1/4" g3I°` EXISTING WESTERN- MOST FOUNDATION #2.) PROPOSED NEW FOUNDATION WALL NOT TO PROTRUDE WEST OF EXISTING WESTERN -MOST FOUNDATION FOR EXISTING KITCHEN WALL AND BRICK COLUMNS' FOUNDATIONS 12" CMU FOUNDATION 48" DEPTH y31 EXISTING FOUNDATION TO BE REMOVED PROPOSED NEW BRICK COLUMNS' FOUNDATIONS B -- -- #1.) PROPOSED NEW FOUNDATION WALL (18" SOUTH OF EXISTING TO EMULATE EXISTING 18" - OVERHANGS ELSEWHERE ON EXISTING HOUSE NEW BRICK _ COLUMNS' FOUNDATIONS TO REPLACE EXISTING 17 7/8" I i � LESS WEST THAN EXISTING � I i 5 3/8" 3- 9 1/2" 1 - ' 75' SETBACK LINE 3'- 7 3/16". -- M L I Foundation Pl n- PR P \� `—\\\�� E a PROPOSED D v. EXISTINGF �V 1 /8"1 -011 R i / I � Ji5l I I II I I NEW FOUNDATION FOR TRIANGULAR PLANTER I 75' SETBACK LINE XISTING BLOCK OUNDATIONS TO BE EMOVED AND REPLACED -_- #1.) PROPOSED NEW FOUNDATION WALL (18" EXISTING NOSING OF SOUTH OF EXISTING ----------------- HOUSE AND FOUNDATION (TO BE PORCH TO BE EXISTING 1OX10 DEMOLISHED REMOVED) PILLAR TO BE PROPOSED NEW DEMOLISHED BRICK COLUMNS PER 9/2024 CITY �? COMMENTS ON RPS24-000108 a I I EXISTING WESTERN -MOST " 6'-31/4" 3'-51/4" 11'-81/2" KITCHEN TO REMAIN J I 1 I I I I I I I I I I I I #7.) PROPOSED NEW FOUNDATION FOR NEW CHIMNEY — 75' SETBACK LINE A #6.) PROPOSED NEW BRICK COLUMNS' FOUNDATIONS ° #73 PROPOSED NEW CHIMNEY & EXTERIOR -FACING FIREPLACE NOT INTRUDING ON SETBACK. EXISTING WINDOWS ON MAIN AND UPPER LEVELS TO BE REMOVED IN AREAS BEHIND PROPOSED CHIMNEY FOR SHEAR WALL REQUIRED PER STRUCTURAL ENGINEER - 75' SETBACK LINE 1 11 i #2.) PROPOSED NEW FOUNDATION WALL , 1 NOT TO PROTRUDE WEST OF EXISTING --` ---L - WESTERN -MOST FOUNDATION FOR r EXISTING KITCHEN WALL AND BRICK COLUMNS' FOUNDATIONS ;— i d p � 75' SETBACK i 1 I I I I I o LINE 0'-77/8" 1 I I I I I i 1 t \ \ A Io \ \ \ 1 I I I I I \\ I I I I I I I M I I I I I I I L- - - - --- - - - - - - - - - - - - - - - - 7 -------— — — — — — — — — — �Do L---- - - - - -- ------ -- -J — — — NEW TRIANGULAR BRICK PLANTER / WITH FOUNDATION 75' SETBACK --�� LINE EXISTING STANDARD BRICK COLUMNS TO BE REMOVED AND REPLACED WITH SAME VOLUME AS EXISTING WITH "ROBIE HOUSE" AND OFirst Floor - PROPOSED v. EXISTING PRAIRIE STYLE ACCURATE BRICK 1 /8" — 1'-0" W 'O 0 4 3 2 #6.) PROPOSED NEW BRICK COLUMNS' 0 FOUNDATIONS z64, o, z O U Z) co z 0 O LL O z 1 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 0000 _ � 123 CO E M 0) LO U — N � .o a U) CU iT >1 C CU .3 0 (6 Y � Y � U U L Cz L _O ILL G W O O O U) _a) Q O M U L 06 LO a) 0 � 2 Q o o a Cq N ) _. y °' X 00 C w aW 0 A012a E D 1 oeumu riuur rian - HO DUiL_ i 1 /8" = 1'-0" EXISTINC BE REPLI C #4. ) PROPOSED BATHROOM ADDITION 31 GSF / BALCONY B 90 W%%i0per%%%� i • \�►i�i�i�i�i�i��►°i�i��0��EXTENTS OF FOUNDATION 112 GSF 75' SETBACK I I I I I I I I I I BALCONY 75' SETBACK -Second Foor Pfan - PROPOSED v: OEXISTING 1/8S1 0, #5.) PROPOSED COVERED BALCONY IS BENEATH EXTENTS OF BOTH EXISTING AND PROPOSED ROOF OVERHANG 68 SF >7 \ 000 A KEY: EXPANDING AREA (OCCUPIED SQUARE FOOTAGE OR BALCONY) #6 PROPOSED BALCONY WITH BRICK COLUMNS BENEATH 24 SF I I I I I I I I I L J I 90 0 33�'2 yo 0 2ti1� \ O \ •s y2- GARAGE ROOF BELOW 0'-6" (o PROPOSED CHIMNEY TO PENETRATIONS PASS THROUGH ROOF AND IN ROOF EAVES AND SOFFIT 0'-6" SOFFIT PROPOSED ROOF AREA EXTENDING BEYOND EXISTING 3"/12" SLOPES ON CUPOLA ROOF EXTENTS 375 SF 0 0 1'_8" 16'- 2 1/2" 0 W 0 < 4"/12" 4"/12" I SLOPE SLOPE SHED ROOF 4"/12" SHED ROOF EXISTING ON MAIN ROOF ON MAIN ROOF 1.25"/12" SLOPE 1.25"/12" CHIMNEY ON MAIN SLOPE ROOF SLOPE 4"/12" SLOPE TO REMAIN ON MAIN 1'-8" - ROOF 00, 00 4"/ 12" 00, 00 00, 00 SLOPE 00< ON MAIN ROOF 3"/12" SLOPES - 0'-6" ON CUPOLA per'_ 2 r'. p�p�0 S 4"/12" PENETRATIONS \ �� SLOPE ON MAIN ROOF <IN ROOF EAVES AND SOFFIT y 0'-6" 4'-113/1 N� L/\IJI II VLI I\VVI JI I\UUI UI\L r0 REMAIN. EXISTING ROOFING MATERIAL TO BE REPLACED EXISTING BALCONIES TO BE REPLACED TO EXTENTS OF EXISTING ORoof Plan - PROPOSED v. EXISTING 1/8" = 1'-0" KEY: EXPANDING ROOF AREA BEYOND EXTENTS OF EXISTING IN PLAN VIEW EXPANDING ROOF AREA ABOVE EXISTING BALCONY MASS AND AREA EXTENTS TO REMAIN EXISTING ROOF STRUCTURE AND EXTENTS OF OVERHANGS TO REMAIN AS EXISTING SRO _00 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 co 124 M M LO co U — O � a Cn := o � Y o m m m � U "t3 C O O Q) L CU T O 06 Q O ° O `� N U) _� U w L 06 LO m i Q o � N V / L L X CIO c W 0 Q II LLJ A012b 33' - 5" 5- 10 1/4" 21' - 8 1/2" 5'- 10 1/4" 63- 0 15/16" ROOFING 3/12 AND 4/12 SLOPES: CEDAR SAWED BLUE LABEL SHINGLES 0'-4" 1'-0" APPLIED PER CEDAR SHAKE & SHINGLE BUREAU (LOW SLOPE) ROOF DECK: 5/8" CDX PER APA 1'-81/4" GRACE ICE & WATER SHIELD THROUGHOUT W/ ADDITIONAL OVERHANG 1' 81/4" HEAT RESISTANT PRODUCT BENEATH ANY SOLDERED METAL ` SHERIDAN METAL SOLDERING 1'-81/4" 4"/12" AREAS AT SLOPES 2/12 OR FLATTER 4'-6" AND AT CONDITIONS BUBBLED 4'-6" CEDAR SHAKE BREATHER 3D MATRIX FOR AIR GAP. INSTALLED ON DRAWING. FOR BID, CONSULT OVERHANG PER MFCTR. GC FOR ESTIMATING SF OF SOLDERED OVERHANG SURFACES STAINLESS STEEL FASTENERS 3"/12" OVERHANG 2'-3" 6'- 113/8" 14' - 2 7/16" 3- 6 3/16' 4' - 8 11/16" 1' - 3 1/16" 14' - 2 7/16" N 12" 3"/ 12" 3"/ 12" rn 41/1 2" OPENINGS DO IN EAVE AND SOFFIT 0 3"/ 12" 8'- 7 1/4" 8' - 7 1/4" 00 ih z a � m OVERHANG-1 F1 F1 F1 F1 F1 O Z Q -1 ElNF1 N o � io OVERHANG F -6 VV m OVERHANG CHIMNEY m OVERHANG OVERHANG OVERHANG 1.25" 0 / 12" 411/12" 1.25" *FINAL / 12" SLOPE *FINAL TBD* SLOPE 00 0 TBD* O c- in m 4"/ 1 2" CN EXISTING CHIMNEY v o m OPENINGS EAVE N 3"/12" 4"/ 1 2" 3"/ 1 2" 3"/ 12" cn m 50 cV 4' - 6" OVERHANG OVERHANG 4"/ 1 2" OVERHANG a )T Flan H5 3/1 " m 7' - 5 3/16" 22' - 3" 37' - 1 7/16" 3"/12" 00 4"/12" 7' - 5 1/4" 4"/ 1 2" OPENINGS IN SAVE o AND SOFFIT o OVERHANG I- 18'-27/8" OVERHANG LJEJuuu EUUEE 37' - 115/8" 8'- 5 13/16" ALL EXISTING ROOFING AND ROOF STRUCTURE TO BE REMOVED AND REPLACED EXCEPT GARAGE ROOF 9 7r,> 18' - 2 13/16" 411/12" 411/12" 3 -6 — EXISTING METAL ROOFING TO BE REMOVED AND REPLACED —7 A SOFFIT: FLAT SOFFIT FOR ALL 4:12 SLOPES (MAIN ROOF AND GARAGE ROOF) NO FLAT SOFFIT FOR OTHER ROOF OVERHANGS (CUPOLAS AND DORMERS) 4"/ 1 2" OVERHANG 4"/ 1 2" m 0 N "/12" titi� i$ 29 a3i8. z 0 z 0 0 LL I- 0 z 4 NOT FOR CONSTRUCTION 3 Project #: Progress Set 29 Date: 5/16/2025 Integrated Design, Drawings, Project Mgmt by: Marco Vincent I Takka Day Design 1651.336.8885 Noz 1 Revision 1 Date 1 125 LJ 2 AJ �0 O O LO L L Q_ V N l ON W L NO a L0 E NEW BRICK& LIMESTONE BANDED MASONRY (L&P) (u;R) (UtA�L) (OCAP) I ( I NEW HOSE BIB 1/4 J (U�I — I I J NEW BRICK & LIMESTONE BANDED MASONRY W > O m Q of ---- O O J LL 0 Z O W STAINED GLASS TO INTERIOR; TRIPANE IG TO EXTERIOR NEW LONGITUDINAL "RHOUSE" BRICK &LIMESTONE BANDED MASONRY i PRi G � DEMO. EXISTING BRICK & EXTEND WEST TO FACE OF i EXT. DINING AREA i WALL & REPLACE WITH NEW "ROBIE i HOUSE" BRICK i PER TBD DETAIL i 1/3 EXISTING SEWER CLEANOUT IN THIS DIRECTION NEAR PROPERTY LINE °o0 w I I � 2x FAUCETS cJi I DW ° ° w DW I I KITCHEN I I MARBLE # 01 SLABS - ---I� /` ) *TBD* IF PRIMARY BEDROOM w WINDOWS ABOVE z ARE OPERABLE PER 0 GRILL SMOKE U NEW BRICK & /LIMESTONE BANDED MASONRY I REF w *TBD* IF CENTERED ON INTERIOR z MARVIN DOOR W/ CUSTOM WALL OR ALIGNED WITH PIVOT FREEZER p SDL GRID PATTERN TBD ENTRY DOOR STONE COUNTER "SERVERY" WINDOW BY MARVIN C NEW EXTERIOR GAS FIREPLACE CHIMNEY OF STANDARD BRICK AND LIMESTONE BANDING II w/ CUSTOM GRID PATTERN TBD i w/ PG -RATED OR H2O MGMT SILL i (MARVIN TO SHARE OPTIONS) =- NEW LANDING AND STAIR DOWN TO i i ---- _�==L= - - - - - -===-__- =-� =L MECH. ROOM AND IMPACTED HALL, � III DOORS, ORIENTATION AND ALIGNMENT -- - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - -- 14**TBD BY GENERAL CONTRACTOR** BAR CT)/ TYPICAL: DROP 12" BOX INTERIOR WALL BEAMS W/ TBD PANELING (SPEC. LIGHTING TBD) THROUGHOUT TYP. WOOD WALL PANELING STONE COUNTER DINING WALLS i +-2" CLEARANCE BEHIND FIREPLACE TBD PER MANUFACTURER AND GENERAL CONTRACTOR r TYP. WOOD WALL PANELING m I I � I / o DINING CEILING: RECESSED STAINED GLASS PATTERN PER FRANK LLOYD WRIGHT MET. MUSEUM z INSPO. SURROUNDING TRIM TBD I DEVELO_P M.E.P. STRATEGY, C> m #02 -4' LOCATIONS AND ORIENTATION aQ�I REF. 36X2 1 TO ACCOMMODATE THIS DOOR QQ BATH A o i I FOR ACCESS TO STEREO, AND OHO IL i TBD HOME AUTOMATION EQUIP.T i - - - - - - - - �Q 00 i O � � I �� NOTE: DIMS. ARE UNEQUAL PANTRY ON EACH SIDE OF FIREPLACE. / a i i FUR NICHE FOR BACK- a LIT STAINED GLASS FUR NICHE FOR BACK- LIT STAINED GLASS I I I I I I I I I DEMO EXISTING FACE BRICK; MAINTAIN TV ABOVE PER **TBD** DEPTHS CLEARANCE REQS.OF EXISTING CONCRETE BLOCK; REUSE OF FIREPLACE MANUFACTURER OF SOFFIT & EXISTING FIREPLACE BOX TBD. NEW OPEN INTERIOR COLUMNS. 1 1 GAS FIREPLACE WITH FAN. IF POSSIBLE WITH TBD ON IF THEY WILL EXISTING BOX, SPEC: VIVIAN FIREPLACE 94w X ALIGN OR NOT. WRAP 50.75h X 9d WITH 48X40 BOX. ***TBD*** COLUMN WITH �— CEILING: BACK -LIT STAINED REEDED WOOD �/ 1 1 GLASS WITH "LATTICE -LIKE" PANELING (SPEC. I I WOOD FEATURE (DETAIL AND TBD) IN -FLOOR OUTLETS (2 OR 3 LOCATIONS II EXTENTS *TBD* I TBD PENDING FURNITURE PLAN) I I I I I I I ------ DEN-------- DROP 12" BOX BEAMS ` W/ LIGHTING \ #03 (STRATEGY TBD) t 1 I I I I I **TBD** DEPTHS OF SOFFIT & INTERIOR I I COLUMNS. TBD ON IF THEY WILL ALIGN I I OR NOT. WRAP COLUMN WITH REEDED I I WOOD PANELING (SPEC. TBD) I 2/3 EXISTING SEWER CLEANOUT I L--------- - - - - - I I - - - - - - - - - - - - - - - - ------ ---- - - - - -- -- - - -SECOND FLOOR ABOVE --- First Floor Plan - NOTES 1 /4" = 1'-0" MECH. WALL -t---------- O ROOM CHUNG] ICE 3/3 TOILET -------- i -r-- MECH. RM. EXTENDS & EXISTING SEWER MURPHY BED HIDDEN IN PANELING r"EQUIP. CLEAN UT 18" DEPTH " EXTENDS ,� � I BENEATH'r ,-------- �A STAIR& >,, OFFICE �p gLANDING //i// ,��A ` T----------------- FRIDGE #04 DRAWERS -- -- - - -- UP 0O I I z � O�q I WALL a OPEN Q' �!o I PANELING -- ii q HIDDEN w TO ABOVE /^\\\ \ 2���ti SAFE/DOOR E ESPERINT. L-- - - - - ---- - - -- - --- o/` \ \ \ I CEILING COFFERING I DETAIL TBD. CENTER O PANEL GLASS ` MULLIONS ` RAILING TO MATCH EXTERIOR BALCONY' RAILINGS `W ` SWITCHABLE PRIVACY GLASS CLIC (CLIC GLASS IN MARVIN DIRECT GLAZE UNITS) CLIC) , FLOATING STAIRS TO I LANDING W/ TREAD LIGHTING ON ALL STAIRS ---------------7- ------ MAIN- --------J _ — — CUSTOM PIVOT DOOR WITH — ENTRY CUSTOM METAL& WOOD DEMO. EXISTING BRICK & TREATMENTS PER TBD DETAIL REPLACE WITH NEW "ROBIE HOUSE" BRICK PER TBD DETAIL COUNTER/BOOKSHEL BELOW WINDOW TRIM DRAWN AT 12" DEPTH AUTOMATED SHADES FOR OFFICE AND GREAT ROOM SLIDING DOOR (2 ROLLERS: BLACKOUT AND LIGHT -PERVIOUS); POCKET/WALL/CEILING DETAIL TBD. (RECESSED IN CEILING OR WALL FURRED TO HIDE OVER DOOR FRAME; NOT WALL -MOUNTED) EXISTING WELL IN THIS AREA I CURBLESS SHOWER W/ +-3" DROP. FLOOR DETAILS TBD PER G.C. 98" TELEVISION WAISHR RECESSED INTO WALL. 28x32 FURRING DEPTH TBD — J DRYER 28x32 II T B EXISTING BMC (DIM. 1-5/16")ON ALL EXISTING MARVIN DOORS & WINDOWS ` NEW BRICK & LIMESTONE BANDED MAS( DEMO. EXISTING BRICK &� REPLACE WITH NEW "ROBIE HOUSE" BRICK PER TBD DETAIL i FLOOR - TO - CEILING \ POCKET DOOR WITH: STAINED GLASS IN Y2 PANEL; SWEEP BENEATH PANEL FOR LAUNDRY SOUND MITIGATION GREAT RM #05 P RUNTED TOILET POCKELETT DOOR VENETIAN PLASTER - POLISHED - THROUGHOUTGREAT ROOM WALLS BATH B ------------------- ----------------------- o� Y3 ------------------- --- COVE MILLWORK ON CEILING (PER TBD DETAIL 4 TO ALIGN WITH ENDS OF TELEVISION Z VENETIAN PLASTER - POLISHED - THROUGHOUT GREAT ROOM J� SPECIFICATIONS: ° 1. HVAC: Airconditioning, In -floor hydronic heating through out main level, upper level and garage. Two air exchanges �-� with automated CO2 sensors informing CFM boost mode. Note 2x indoor fireplaces (open, gas) with enervex fans. Note specs. for kitchen hood. �P-Ci 2. ELECTRICAL/LOW VOLTAGE/AUTOMATION/SECURITY: REFER TO SEPARATE ELECTRICAL DRAWINGS AND SPECIFICATIONS OF CABINETRY FABRICATOR: 3. CABINETRY Fabricator to collaborate with PM and GC to determine Scope of Work for Material and Labor responsibilities between CLOSET and MILLWORK contractors. Refer to ORANGE image for current CABINETRY CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 4. MILLWORK FABRICATOR to collaborate with PM and/or GC to determine Scope of Work for Material and Labor responsibilities between CABINETRY and CLOSET contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 5. CLOSET FABRICATOR (NOT CABINETRY) to determine Scope of Work for Material and Labor responsibilities between CABINETRY and MILLWORK contractors. 6. PLUMBING: refer to Ferguson Plumbing selections dated 2025.08.15. Verify all items with PM & GC before ordering from Ferguson. 7. INTERIOR WALL & CEILING FINISHES: prepare Bid per Drawings and Specifications in this Drawing Set; but schedule meeting with PM (Marco Vincent) to review your specifications prior to sending Bid. 8. INTERIOR DOORS: POCKET DOORS: soft close and soft open throughout; FLAT PANEL doors to receive HIDDEN BOOKSHELF and/or WOOD WALL PANELING throughout UPPER LEVEL NEW HOSE BIB 3/4 HOT & COLD R Entry Door MARVIN DOOR W/ CUSTOM GRID PATTERN TBD MUD RM #06 NEW HOSE BIB 2/4 DOG WAS STA ON 4/4 GE A WOODWORK kfic rerr oablreE paFrtr' �ablrrets dfgfr?g bar,:abfrnet3 df rrf rrg berms office. bookOtefvferg aC n3om oabfrhffrs �West.. great room oabfrren ;eavt pri rr. 1 ca bf roM - bedsfdes pri n'r_ 1 ca bf."em - sout i prim. 1 oabfrem - h fdderl ba [f7r r i d r.S print_ Y oa Nners - ba tr. plfrars?x r` "r.Prfrrr_ lea bf rrets - bat. vanit prim_ 1 baIr M f f rFer cf oser pr fM. 1: Wa fk-4rt dose[ baih A vartlt, ba Cfi 6 va rr f I� bath D varrfq bam. F vanfC, ra r�dfrrg t oaxoa 5e fa r.,di rrg bookcase - h fdder7 door is ndi qg t oOJr: Se- bar .�Cudy bo�k�as.e ti of ff repface.l .study bar all caber;.abinets ai'Iw clots by afj':SEf FABR ICATOR } 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.10.07 #30 1 Revision 1 Date 1 LO 00 00 126 E Cl) M 0) LO U — N � •O � d N (n 0) >1 c CU •3 0 (6 CL61 � Y a H O a) � U N O L m Cz 2 E .2 P a GAS O O 3: U) LLJ O a) Z 1 � � CIO U n N U L °' d L 2 Q O a _O LL 04 04co N •M 00 L Y L � a W ci A01 E MIMI / / / / / / / / / / OFirst Floor - DIMENSIONED 1 /4" = 1'-011 u C B ELECTRICAL A 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 Date 1 LO 00 00 co 127 M M O1 � LO co U — O � d a) O O7 � C Q � Y u C ~ N N � U O O L Cu �0 v / O z O O () Z W 1 � � U N U � w L i Q O O LO (n � ILL � 04 N O N •m 00 L C L a 0 S W G A01.a E xi (�L UAWN) (DG/DG) A (l�L UAWN) AUTOMATED CURTAINS TO COVER WESTERN WALL STACK HERE — xv SWITCHABLE PRIVACY GLASS CLIG (CLIG GLASS IN MARVIN DIRECT GLAZE UNITS) CLIC) CURBLESS SHOWER W/ +-3" DROP. FLOOR DETAILS TBD PER G.C. ALL SINKS ARE UNDER MOUNT IN HOME UNLESS OTHERWISE NOTED TREATMENT OF WALL OR MASONRY WALL EXTENSION AND TIE-IN TO MASONRY AND BALCONY TBD / / / i GLASS PANEL & STEEL RAILING IV IV IV IV (LITTR (U.� R ( �CAP/ (�R (L�R UAWN) UAWN) UP) UAWN) UAWN) **AUTOMATED SHADES WITH PRIMARY SUITE 1 BOTH BLACKOUT AND LIGHT- WOOD WALL PERVIOUS ROLLERS #07 PANELING PER THROUGHOUT PRIMARY SUITE #1 INTERIOR ELE.S I AUTOMATED RETRACTABLE I I I TELEVISION MECHANICS INTERIOR & BENEATH BED EXTERIOR OF CUPOLA WALL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I K 1-2: DISAPPEARING HINGED DOORS -� — — — — — — — — — — — \ — — — J I L-- - - - - - --------K2 -------- - - - - -- - - - - CABINET K1 CABINET CABINET WALL LINENS HUNG Tb - I CA)Y5a BATH C CLOSET W WARM TOWEL BA I I I Y5b COFFERED CEILING I I iv _(�R UAWN) MULL REINFORCEMENTS' DIMENSIONS TBD PER MARVIN v (D G) AUTOMATED TO COVER /CURTAINS EASTERN WALL IV STACK HERE (LI77R UAWN) CUSTOM SOL GRID PATTERN ON MARVIN AWNING PENDING SHOP DRAWING REVIEW COFFEE BAR DOOR HIDDEN IN BOOKCASE W/ BOOKCASE ABOVE w I i I U LANDING- / *TBD*: w SINK, 0 / p FAUCET, W/D p m / / #08 STACK SPEC. LAUNDRY z 0 N AND SIZE w #11 __ C" > SOFT OPEN & SOFT L_ - -COFFERED CEILING - - - - - - - - - -I -- CLOSE ON ALL POCKET STEAM SHOWER DOORS IN HOME / STEAM MECH. ABOVE SW CORNER OF CLOSET / __ _ _ 8" BENCH REFERENCE LINE:DN TV IN MIRRO ° a'�a ° ROOF RIDGE CENTERLINE i i i ART WALL (TBD IF i BRICK OR NOT) DEMO EXISTING FIREPLACES NOSING, BENCH, AND �O�c��F7� w FACE BRICK; MAINTAIN EXISTING CONCRETE BLOCK; !! F! Z m REUSE OF EXISTING FIREPLACE BOX TBD. F� �7�c a I WRAP INTERIOR WALL \• J COLUMN WITH WOOD TELEVISION ABOVE FIREPLACE U PANELING OPEN TO UJ a BELOW BALCONY r-------------CUPOLA FACE OFINTERIOR WALL- ---------- w/ LIGHTING AROUND PERIMETER I I \ oo a I I I I I I I I \ I I I I I I I I STU DY \ #09 I I I I \ \ IN -FLOOR OUTLETS (2 OR 3 LOCATIONS \ \\ TBD PENDING FURNITURE PLAN) L J \ L----------------------------------- -------L PONY WALL 24" WOOD PANELING (TYP.) WINE THROUGHOUT STUDY WALLS WRAP INTERIOR WALL COLUMN REF WITH WOOD PANELING 24" REF DRWR WOOD PANELING (TYP.) THROUGHOUT STAIR WALLS \ DN\WOOD ` RAILING \ CHASE INTOWALL OPTION C i I i 1 i I / I INTERIOR FACE OF- DORMER WALLABOVE I / i UPPER HALL #10 I 1 I )CCIND O CLEARSTORY TRANSCLEARSTORY W NLL GJ a TRANSOM I TRANSOM O HUNGJ WINDOW WINDOW 1 ABOVE DOOR ABOVE DOOR I ALL SINKS ARE BATHTUB UNDER MOUNT IN I / SHOWER d HOME UNLESS BATHE BATH D WALL HUNG Y6 OTHERWISE NOTED 1 O LINEN I R1 R2 WOOD WALL & CEILING T&G PANELING - SPEC. TBD BED RM #12 I T1 T2 1 ------------------------- INTERIOR FACE OF DORMER WALL ABOVE �© CLEARSTOR) TRANSOM WINDOW ABOVE DOOF WOOD WALL & CEILING T&G PANELING - SPEC. TBD BED RM #13 BALCONY SPECIFICATIONS: GLASS PANEL 1. HVAC: REFER TO SEPARATE HVAC DRAWINGS AND SPECIFICATIONS & STEEL RAILING 2. ELECTRICAL/LOW VOLTAGE/AUTOMATION/SECURITY: REFER TO SEPARATE ELECTRICAL DRAWINGS O Second Floor Plan - NOTES AND SPECIFICATIONS OF CABINETRY FABRICATOR: 3. CABINETRY Fabricator to collaborate with PM and GC to determine Scope of Work for Material and Labor responsibilities between CLOSET and MILLWORK contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 4. MILLWORK FABRICATOR to collaborate with PM and/or GC to determine Scope of Work for Material and Labor responsibilities between CABINETRY and CLOSET contractors. Refer to ORANGE image for current CABINETRY & CLOSET responsibilities concerning cabinets, shelves, woodwork. CABINETRY FABRICATOR may be deemed responsible for wall & door paneling that correlate with CABINETS by CABINETRY FABRICATOR 5. CLOSET FABRICATOR (NOT CABINETRY) to determine Scope of Work for Material and Labor responsibilities between CABINETRY and MILLWORK contractors. 6. PLUMBING: refer to Ferguson Plumbing selections dated 2025.08.15. Verify all items with PM & GC before ordering from Ferguson. 7. INTERIOR WALL & CEILING FINISHES: prepare Bid per Drawings and Specifications in this Drawing Set; but schedule meeting with PM (Marco Vincent) to review your specifications prior to sending Bid. 8. INTERIOR DOORS: POCKET DOORS: soft close and soft open throughout; FLAT PANEL doors to receive HIDDEN BOOKSHELF and/or WOOD WALL PANELING throughout UPPER LEVEL EXISTING \ WINDOWS REMOVED FOR SHEAR WALL B �I I ICQD I I I REFRIGERATOR DRAWER, COFFEE COLUMN, CABINTRY PRIM. STE. 2 #14 r O I I I I I I I I - - - - - - - - - REFERENCE LINE: ROOF RIDGE CENTERLINE II CLOSET TELEVISION RECESSED COFFERED LOCATION & I TREATMENTTBD L - e STAINED GLASS IN PANEL —� Y N��R\ p�P�� �\ I OF pJP \ BALCONY \ GLASS PANEL & STEEL RAILING A \\ O I STAINED GLASS INTERIOR ON THESE 4x UNITS `\ (SAME SIZE AND PATTERN \ AS DINING AREA UNITS r� BASE OF THESE 4x BATH F WINDOWS'TRIMTO ALIGN WITH TOP OF TUB �p (CURRENTLY DRAWN AT 9`c'a �PR��gPR 28 3/8" SILL HEIGHT) Z� ApN.1E CURBLESS SHOWER /W/+-3" DROP. FLOOR DETAILS TBD PER G.C. Z3 \ DOUBLE WALL FOR 4" IN -WALL KNEE WALL MEDICINE CABINET. ENSURE WITH GLASS EXTERIOR WALL IS FULLY ABOVE. INSULATED AND FLASHED SPECS TBD O WITH AIR GAP BETWEEN C INTERIOR WAL x$ y v ALL SINKS ARE GZ�rr UNDER MOUNT IN HOME UNLESS OTHERWISE NOTED STAINED GLASS IN PANEL; SOFT CLOSE & SOFT OPEN ON ALL INTERIOR FACE IPP6 A � POCKET DOORS OF CUPOLA WALL s xiiI 4" IN -WALL `FN (UC R) MEDICINE + \ CABINET XIV (UCAP) idtcri err £abl Pa rrtT Ca bf ri -_C5 dlrFlr7g ba r",:a blr?etz .'(rr(rrg t�_- officle books.17eMng mar roorrr oab(ri%--t; greatrc*m caNTnets yeas prlrri.I-cab(r? bedsdeE ( pr1m. 1cablrr.-M- 50Ut prf rrF_ 1 cal5frem - trl.dirt barfiroorri -dr5 pr(rrF_ Yoab(rets -batr. p((rars?;r; prfm_ Y ea b(rrets - ba tr varr(t} prim. Y bat VVC rir.er. crease[ p.n rr7_ Y wa rk-4rr dosei ba Eft A va rrlt4 ba I -. B va rr(4 bla rF D var7(t� baIr. f Var7(q Wm. F varpft ra r7.dlr7g boo&a 5,-. la r.)di rrg hooka -se - hr(dtider7 door landing book am- bar s" book ase s wesi of flreprace.' .Its bar -9II mfier cabineis 43nd closets her C-MSET FARR ICATOR } z _O co z O U O LL O z 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.10.07 #30 1 Revision 1 Date 1 LO 00 00 co� 0 128 co Ant E M 0) LO U — N � d N CU C CU '3 0 (6 CL61 � Y U a) � U � c N O L Cz 2 �0 O O U) w O � Z a 1 }� _M U O U O UD L C d L 2 LL co o " L O U 00 W a 0 A02 E ro i0 a 3 AUTOMATED CURTAINS TO COV ao I WESTERN WALL N STACK HERE 0 00 v V D C B 1 A03.2c A06-a 1 24' - 5" 3'-91/16" 3'-0" 1'-7" 3-101/2" 3-101/2" 1'-7" 3-0" 3'-9" A09 � 1 AUTOMATED SHADES WITH PRIMARY SUITE 1 BOTH BLACKOUT AND LIGHT - PERVIOUS ROLLERS #07 THROUGHOUT PRIMARY SUITE #1 } MULL >_ _ _ OfREINFORCEMENTS' DIMENSIONS TBD --------------------------------�I j 2g Of E PER MARVIN AUTOMATED RETRACTABLE INTERIOR & TELEVISION MECHANICSW EXTERIOR OF BENEATH BED f� CUPOLA WALL 4 1 3 7-S PRIMARY I I 1 I I I li -HEADBOARD 7-N PRIMARY 8'-97/16" 1 MINI HALL 6=WALL 12' - 8" 11 AUTOMATED CUSTOM SOL DISAPPEARING 4.6 CURTAINS TO COVER PATTERN ON HINGED DOORS EASTERN WALL MARVIN AWN STACK HPENDING SH 9 7/16" DRAWING RE --------5-7-S PRIMARY ---J 1 1 ABINETRY CABINET CABINET & DOORS CABINET W 5'-3" ABOVE >I > 00 ° — —PASS THROUGH > _ __ WALL E?,LI N 9"ENS ur_N W M W DOOR HIDDE 5' 0" = I�UNG TUILt ° IN BOOKCA J J �JJ .. m m BATHC-N �_ 14PRIM CLOSE2'. 11"N-3'-4"--- 2'-515/ 6 2'-6"— 2'-71/2' �I c_ 8' A04.7 5 u� = Z 6' - 1111/16.1N1 Zz_ �_1 I w 5 m m 1 5' 21,2"�L a LA ING" y CLOSET W13 " N 7 BATHC-� N 0 / �� p y\ WARM TOWEL BAR----�? 4�BATH C'111-1 1 0 1'-11" / m p `b ��BATHC4b rn co �' 0) C- Li5PRIM.CLO,N: .W-S / _ 3:10SHOWER O Mn 3 BATHC-S �H m C/) m C m MAIN N J / L ----COFFERED CEILING— — — — — J 12 A04.7 9 �6' - 11 11/ 16" M m o 3 0 L BAZHC-S 5 11/4 CICHER DN 18" BEN d <, p 9'-55/16" 9'-4" i 50 co z im im / A03.2c 2 / GLASS PANEL � _ — — — — — — — — — — — — — -------------------------- Z OPEN TO �w &STEEL RAILING � ------ — -------------------------- o BELOW E �.0 NY 16' - 9 15/16" o ii ao p STU DY I I I I I #09 o � I I \ 4 M 80 �\ SOFA 1 I I L — —— ------ — CUPOLA INTERIOR WALL ABOVE-------,5. ,C� ----J 3-----J 1 N L------------ — CUPOLA EXTERIOR WALL ABOVE— — — --- 2'-6916" v o A04.2 80 _ I 9'- 0 3/8" 0'- 11 15/I 1 8'- 4 1/8" 0' 11 7 8" 8' 9 3/16" 1 BAR N c-I o— _ 28' - 17/16" Fill i i i i BALCONY i i GLASS PANEL & STEEL RAILING 4' - 5 3/16" 9'- 6 5/16" 4'- 7 1/2" 4'- 8 1/2" 9' - 3 1/8" OSecond Floor Plan - DIMENSIONS 1/4" = 1'-0" RAILING RECESSED 20' - 4 9/16" 4'- 9 5/16" GRID ING A06-b / / / V-bl OP / 1 VIEW / / I / 16'- 7 1/4" INTERIOR FACE / INTERIOR FACE OF DORMER WALL OF DORMER WALL — 0'- 5 15/16" 11' - 6" 5'- 7 7/8" 0'- 6" UPPER FALL 12' - 0" Fill I � 1 12' oil2' - 8 3/4" 1' - 11 1/4" 4' - 3 1/4" 2' - 4 3/ ' 1' -11 1/4" `° # 10 13' 2" 4'- 6 3/4" I I CLEARSTORY (o CLEARSTOR 4'- 10 5/16" Q TRANSOM w ° o o WALL 0 TRANSOM WINDOW I � co ® ® I H� WINDOW LAUNDR ° w ? ABOVE DOOR o 1 BO\VED00 5'_9 � N # 11 BATHTUB 6' 9" 3' 5 1/2" / SHOWER -01 d BATH E BATH D LL H NG 80 » 3 5/16" - N 1'-3" N 3- 0 1/2" 4'- 2" N 1'-01/2"� 4'-0"Ol -81/2" LINEN° I o ao 3'- 9 3/4" I 5' - 8 1/2" � CHASE 4 I m i OPTION N 13' 71/2" iv CHASE OPTION 4'-10 7/8" 4'-9 1/8" A03.4 BED RM #1 0 o in 00 m 0'- 1 A03.4 6- 9 1/4" 1 7'- 0 1/4" 1 2' - 6 5/8" 1 A03.1 b 4 A08b 13' - 11". 0' - 2 3/4" 4' - 6 7/8" 1 2'- 0" BED RM #13 A03.3 2 8' - 0 5/8" 0 - 4" BALCONY GLASS PANEL 5'- 3 7/8" & STEEL RAILING I REFRIGERATOR CA DRAWER, COFFEE COLUMN, p CABINTRY zo N PRIM. STE. 2 ci N # 14- 0 5' - 4 5/8" 1 2' - 3 1/4" �5'- 6" I --————— —t---- -- --- --- ---- MAIN ROOF RIDGELINE I I I CLOSET i m I 6'- 8" 15 5 1/4" 1 I I I I I I 5'- 4" I I _ (0 � I a COFFERED CEILING J s \ v o \ cG, 4' - 8 3/4' N \ \ EXISTING 0 \ O WINDOWS REMOVED FOR �i' BA' 1d F \ SHEAR WALL O�j O \ 5'- 1 1/2" 2'- 13/4" s W 1� 6� \ N � \ 3 \ 1 A03.3 2 A03.5 A 3 A03.5 3 4 2 A03.1 b 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 1Z LO w 00 129 CO Old E M O) :�i LO c0 U — .� C d a) O) � c 0 � Y m m m � U O ICU O m L CV ICU 2 V J O O z O Lu C i }� m 1 n U O O U .E. L LL m i LOQ � o O " U L c ar/1 W 0 �/ J A02.a E D IC B A T - 8 1/16" South 1 /4" = 1'-0" O 1 /4 t = 1 '-0" Second Floor 9'-01. First Floor Plan 0'-0" 4 NOT FOR CONSTRUCTION 3 Project #: Date: Checked by: Progress Set #: Erickson at Partenwood 2025.09.29 #29 IZ LO M M _ � 130 M E M LO U — O � d a) O O7 � C Q � Y u O7 N N � U O co O m L CU 2 R `F___ v / O W o Z O 1 U v / G ` O L t i Q a � o N L I I I WJ c a 111 LJJ W ci A0301 N E 8.) ROOF REPLACEMENT + 3x NEW CUPOLAS + 2x NEW SHED DORMERS KEY: EXPANDING MASS BEYOND EXTENTS OF EXISTING HOUSE ELEVATIONS OR EXISTING FLOOR PLANS REPLACED OR EXPANDING MASS WITHIN EXTENTS OF EXISTING HOUSE ELEVATIONS REMOVED MASS ALL WINDOWS AND DOORS ARE NEW AND/OR TO BE REPLACED 1 A06-a ROOF - GA n 7.) NEW MASONRY nu1n AAIC\/ B 5.) NEW 20sf BALCONY W/ COLUMNS BELOW C \ Alr\A/ CCnr- MAI t+r\K1\/ A Second Floor go -oil irst Floor Plan or -off OSouth Copy 1 1 /4" = 1'-0" 2.) EXTENSION OF PRIMARY BEDROOM TO EXTENTS OF EXISTING BALCONY Second Floor AL 9'-0ff First Floor Plan 0'-0" OEast Copy 1 1 /4" = 1'-0" 4 3 2 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO 00 00 _ co 131 M E M LO co U — O � d Cn O O7 � C Q � Y u C ~ N N � U O O L CU Q J W O Q O LU O r) Q }, O U v / G ` O L t i Q a � o N L > I I I WJ c a 111 LJJ W ci A0301 b E 8.) ROOF REPLACEMENT + 3x NEW CUPOLAS n.. Alr\A/ n1 IrPY r%l1 MR Ar r"b el 1 A06-a ROOF - GA n c W/ (;ULUMNS BELOW B A 2.) EXTENSION OF PRIMARY BEDROOM TO EXTENTS OF EXISTING BALCONY Second Floor AL 9'-0ff First Floor Plan 0'-0" OEast 1 /4" = 1'-0" 4 3 2 1 NOT FOR CONSTRUCTION Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 LO w 00 _ co 132 M E M LO co U — O � d Cn O O7 � C Q � Y u C ~ N N � U O O L Cu U) Q O w � O Z Q O U v / N_Z L _O_ t i Q o Q � o N L I I I WJ c a 111 LJJ W ci A03.1 c E D C B 2 West 1 /4" = 1'-0" North 1 1 /4" = 1'-0" 10' - 0 11/16" A z 0 N� ILL co z 0 0 LL 0 z 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.09.29 Checked by: Progress Set #: #29 LO 00 00 _ co 133 M E M O1 � LO co U — O � d Cn O O7 � C Q � Y u C ~ N N � U O O L Cu `F___ v / W 3: O O z ry 0 �--+ z U v / ti ` O L t i Q Q N L W 00 a J W W ci A0302 E EXISTING FACE OF MAIN LEA EXISTING KITCHEN NOSING, FOUNDATION, PORCH TO BE REMOVED LC tr i .)ten i u-- ivim yr r\i i \..i iCIV W/ EXISTING FOUNDATION MOVED 18" BACK FROM EXISTING FOUNDATION PROPOSED NORTH FACE OF MAIN LEVEL AND FOUNDATION MOVED 18" SOUTH FROM EXISTING C B KEY: U 1 /4" = 1'-0" I_1 EXPANDING MASS BEYOND EXTENTS OF EXISTING HOUSE ELEVATIONS OR EXISTING FLOOR PLANS >00 REPLACED OR EXPANDING MASS WITHIN EXTENTS OF EXISTING HOUSE ELEVATIONS L REMOVED MASS ALL WINDOWS AND DOORS ARE NEW AND/OR TO BE REPLACED 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 IZ LO 00 00 Cq ro M Old E O1 � LO U — O � a o Y � o Y Q) U O O LIMESTONE CHIMNEY CAP L O 2 � � 3EDROOM .CONY WALL - REPLACING ttuW EXISTING TIMBER W/COLUMNS W/ EXISTIING FOUNDATION NORTH O North BELOW MOVED 18" BACK FROM EXISTING 1/4" = 1'-0" FOUNDATION Q J ry W O 1 Cn W O O z Q a) ry O }, z U v / N_z O L t i Q Q N L W c ° a J 111 LJJ W ci 134 A0302b E EXISTING FACE GIF ,I114 EXISTING KITCHEN NOSING, FOUNDATION, PORCH TO BE REMOVED u tr i .)ten i u--iv.�iviv yr rxi i %..i i�lv W/ EXISTING FOUNDATION MOVED 18" BACK FROM EXISTING FOUNDATION PROPOSED NORTH FACE OF MAIN LEVEL AND FOUNDATION MOVED 18" SOUTH FROM EXISTING ttv.1 1v1--vv W/ COLUMNS BELOW C B LIMESTONE CHIMNEY CAP U 1 /4" = V-0" it 1.) [--n i yr rxi i VI i[_—iv W/ EXISTING FOUNDATION NORTH MOVED 18" BACK FROM EXISTING FOUNDATION A 3EDROOM .CONY ONorth Copy 1 1 /4" = 1'-0" 4 NOT FOR CONSTRUCTION 3 Project #: Erickson at Partenwood Date: 2025.10.07 Checked by: Progress Set #: #30 2 IZ LO 00 00 Cq ro (n E M O1 � LO U — O � a a) o Y o u Q) U U) W 3: O O z Q ry O }, z U v / N_z O L t i Q Q N L W co ° a J W W ci A03.2c 135 TWIN CITIES CRITFRIUK ENGINEERS October 14, 2025 Marco Vincent Takka Day Design Submitted by email: marco@takkadesign.com RE: Variance Commentary Project Location: 865 Partenwood Avenue, Orono, Minnesota Project No. 25-1339 Dear Mr. Vincent: At your request, I have reviewed the information listed below as part of the site and home renovations at the above address. Specifically, elements related to the retaining wall replacement and grading improvements on the east side of the house. Information reviewed included the following documents prepared by you dated October 7, 2025: 1. Site Drawings & Documents 2. Architectural House Plans 3. Variance Submittal In my professional opinion, the proposed retaining wall replacement and grading corrections are required for the long-term performance of the project. 1. The existing retaining wall is not structurally adequate due to its deteriorated condition. Replacement is required to re-establish retention of the backfill soils on the east side of the house. The proposed stone retaining wall will help to provide sufficient soil retention. Refer to the retaining wall design submitted separately. 2. The existing grading on the east side of the house should be corrected as proposed to better direct surface water away from the house foundation and replacement retaining wall. As part of this work, the replacement retaining wall should be extended several feet as proposed. Please call with any additional questions you may have. Thank you for the opportunity to be of assistance to you. Sincerely, Paul Schimnowski, P.E. MN #40126 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. Paul Schimnowski, P.E. Date: October 14, 2025 License #: 40126 (MN) This report is protected by copyright laws; all rights reserved. Reproduction and distribution of this report without written permission of the company is prohibited. © Criterium Engineers 2025. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 136 TWIN CITIES CRITERIUK ENGINEERS October 13, 2025 Marco Vincent Takka Day Design Submitted by email: marco@takkadesign.com RE: Limestone Retaining Wall Typical Section Project Location: 865 Partenwood Avenue, Orono, Minnesota Project No. 25-1339 Dear Mr. Vincent: This letter includes important details regarding the attached design for the typical engineered section of the stone retaining wall at the above location. This design is based on wall layout information provided by you in an email dated October 9, 2025, and subsequent dates including Site Drawings & Documents, Architectural House Plans, and a Variance Submittal prepared by Takka Day Design dated October 7, 2025. The attached typical section(s) should be referenced for construction details. Special note should be made of the wall embedment depth and the geosynthetic fabric (geogrid) length as measured from the front face of the wall, if applicable. Refer to industry standard practice references for installation information, specifications, and details. - Boulders shall be placed to avoid continuous joint planes in vertical directions. - Each stone shall bear on two or more rocks below it with good flat -to -flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install non -woven landscape fabric behind the stone to limit soil migration through the wall face. - Drainage stone shall consist of clean sand or 3/4" to 1.5" crushed stone. The design of the wall system is specific to the following parameters: • Location: Replacement of the deteriorated existing retaining wall and necessary improvements to the grading on the east side of the house as stated in your Variance Submittal. • Maximum exposed height(s): 5.5 feet • Minimum embedment depth = 6", or as noted • Soil conditions: Silty/clayey sand, friction angle = 30.0 degrees, unit weight of 120.0 Ib/ft3 • Required soil bearing capacity = 1500 psf • Surcharge load behind the wall: 50 psf • 5:1 maximum slope at top of wall; 5:1 maximum slope at bottom of wall • Boulder sizes: see cross section drawing • Geosynthetic Reinforcement Fabric Type: Not required • Drainage pipe: Required This wall system has not been designed for ground water surcharge loads. Direct all surface drainage away from the wall. Methods to do so include but are not limited to the following: drainage swale, site grading, retention ponds, etc. Details of water control are left to the wall contractor. Additional information requested by Criterium-Twin Cities Engineers but not available includes: geotechnical site survey and soil data. Please contact Criterium-Twin Cities to provide additional site assessment services if desired. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 137 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 12 The wall design was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009 and FHWA Rockery Design and Construction Guidelines. If soil conditions, proposed wall layouts, or any other design parameters vary from those stated above, contact me for a revised design. Please call me if you have any questions or need more information. Thank you. This design has been prepared in strict confidence with you as our client. Reliance upon our design by other parties is strictly prohibited. If you choose to share the design, you agree to indemnify, defend and hold harmless the Engineer from any third -party action. No reproduction or re -use is permitted without express written consent. Further, we will not release this design to anyone without your permission. Please call with any additional questions you may have. Thank you for the opportunity to be of assistance to you. Sincerely, Paul Schimnowski, P.E. MN #40126 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. Paul Schimnowski, P.E. Date: October 13, 2025 License #: 40126 (MN) This report is protected by copyright laws; all rights reserved. Reproduction and distribution of this report without written permission of the company is prohibited. © Criterium Engineers 2025. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 138 V) n u S u rp Zo r4 � -i ro m m r Q td td a, 3 0cn m3 DD -lvlvor 3 in��133 Z� nm-Zccn �z rc 00 -n 0 Np o� no Z rX mcn - <rn m� co Op Dri rN rn�rn00 rn z > p DooC _ r ;u 0 rn �rn�(nrn � �rn CO D D z m W0% C) 3c D D CO No 0 Dccn cC � m 3 0— Z rn CD r rn r o 0 rn Me rn � Go 0 orn D;� US r 0 m z D 0 rn o p cn c Z rm 0 �3 rn 3 0 0 r cn m n C D N 0 -��rn r 3 mD oho 30 3 � cn on(n C) D �r = r D cn n m cn mm z o xa� �� N r C) O D D o , m � ' N 3 cn p rn rn o� z� o D nZ m�7m 7 rnD rn O�7 I 3 _ z-1 rn D Z 3 m Z o tj = . a. < 00 I z� c� z Z -I c D I — q .. 0 m c d cn Ln 0 4- wzty mzvrni z m rnD oom= mrrn cn n g \% SOD / X i z �3 =�D Drn— D3r G-);U oar =0 cn r V) �rn co �. nncnm om 0� Deco �rnz m O rn 00 rn �nD Cl) Zry -a -a 0 pDM cW omn Omrn _u DDcn �M1. CD -va , � mz r;J� rn�X -n �-- 0Cn rnz3 3 ZD 3 o n O !v as N o0° G� z CO Q`<� 3c3 mr urn rn 00 cnp rn Dm r 0 rn _u fn ' ml< rn 3 3 o z (nra v 0 z rn D 0 z X 0 cnD 0 r r Ul r -3 ru -0 cn - ., d Q a o n m 3 ;u C cam+ r w _ w rD r � D_ ) 3 �� w � + ro o 0 �'-Y3� ((D O n = Z 3 Q Z N CJl O O u) N Q O V) 3 N p' n a: O ) ^O. N (n m N m N O 0) M qQ Dr- z CD � O.-0 r CD 0 0 139 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 13 Retaining Wall Completion Reports and Construction Inspections To: Retaining wall contractors and/or all clients utilizing our services for retaining wall engineering. From: Paul Schimnowski, PE Retaining Wall Engineer Criterium-Twin Cities Engineers (CTCE) Paul@CriteriumMN.com Date: April 1, 2021 To help contractors and other interested parties navigate the changes that many cities and jurisdictions are making regarding construction inspection requirements and final approval letters, we are making the following recommendations: 1. Request that the City Building Official complete the Required Inspections of Retaining Walls form, attached. 2. Notify your client of the potential for added cost depending on city/building official requirements. Contact our office or refer to our service agreement for current fees. 3. Contact Criterium-Twin Cities Engineers to schedule any required inspections. Adequate lead time is required. Similar to typical City inspections, at least one week is recommended. We cannot guarantee immediate service. 4. Take daily construction progress photos for your records and for submittal to Criterium-Twin Cities Engineers upon request. 5. Complete the Statement of Conformance for your records and for submittal to Criterium-Twin Cities Engineers upon request. Form attached. If a Wall Completion Report (Post -built Conformance Letter), is requested of CTCE, we will require that you provide construction photos and Statement of Conformance. In addition, CTCE will need to perform a site visit once final grading is completed. Without these three items, we are unable to comment on the construction/conformance of the wall. We are here to help as much as possible. These inspection requirements are not coming from us. Contact us if you have any questions. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 140 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 14 Statement of Conformance (for Retaining Wall Contractor) Project Name/Address: Form to be submitted with all construction progress photos by the retaining wall contractor at time of wall completion. This form is required in order to request a wall completion letter from CTCE: Block type: Geogrid type: Description of site soils (i.e. sand, clay, loam): Leveling pad size and type of material: Embedment depth (courses of block buried): Draintile type and diameter: Drainage aggregate type and layer thickness: Geogrid lengths and elevations: Compaction methods used: I hereby certify that, to the best of my knowledge, the work is in conformance with the approved plans and specifications, manufacturer recommendations and requirements, and/or the applicable workmanship provisions of the code. Date Signature of Person in Responsible Charge Printed Name/Title/Company Submit completed form to: Paul@CriteriumMN.com Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 141 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 15 Required Inspections of Retaining Walls (for City Building Official) Project Name/Address: Permit Number: Please choose one of the following: No inspections are required. The city will perform all needed inspections. The retaining wall engineer -of -record must complete the following: Final site visit with wall completion letter. Contractor's Statement of Conformance is accepted in lieu of periodic site visits during construction. Periodic site visits with a wall completion letter that includes documentation of the engineer's construction observations. Number of inspections required by building official: Signature of Building Official or Authorizing Personnel Printed Name/Phone Number Date Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 142 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 16 DESIGN PARAMETERS AND PROVISIONS DESIGN PROVISIONS: 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS AS THEY ARE INTEGRAL TO THIS PLAN 2. THE DESIGN OF THIS RETAINING WALL SYSTEM WAS BASED UPON THE EFFECTIVE STRENGTH PARAMETERS SHOWN ON THE "SOIL VALUES" TABLE. UNLESS OTHEWISE NOTED, NO FORMAL SOIL INFORMATION WAS PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. IF SOIL CONDITIONS VARY AT TIME OF CONSTRUCTION, WALL ENGINEER MUST BE CONTACTED TO DETERMINE IF A REVISED DESIGN IS NEEDED. 3. THE WALL DESIGN WAS BASED ON THE INFORMATION NOTED IN THE LETTER ABOVE. 4. REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 5. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-TWIN CITIES ENGINEERS. 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALL(S). UNLESS OTHERWISE NOTED, THE WALL(S) HAS NOT BEEN DESIGNED FOR HYDROSTATIC SURCHARGE LOADING. 7. THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" PUBLISHED BY NCMA AND FHWA ROCKERY DESIGN AND CONSTRUCTION GUIDELINES. DESIGN LIMITATIONS: 1. THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED RETAINING WALL(S) ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS, GUARDRAILS, OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 2. SITE LAYOUT AND GRADING DESIGN ARE NOT INCLUDED IN WALL DESIGN SERVICES. THOSE SERVICE ARE THE RESPONSIBILITY OF THE SITE CIVIL ENGINEER. 3. INTERNAL COMPOUND STABILITY (ICS) HAS BEEN CALCULATED FOR THIS PROJECT BY CRITERIUM. HOWEVER, ICS IS NOT A SUBSTITUTE FOR A GLOBAL STABILITY ANALYSIS WHICH SHOULD BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER. ADDITIONAL SUBSURFACE EXPLORATION MAY BE REQUIRED. SUGGESTED QUALITY ASSURANCE REQUIREMENTS: 1. A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY SITE SOIL CONDITIONS. IF THE PROJECT GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK, A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE HIRED TO ASSURE THE RETAINING WALL IS CONSTRUCTED WITH PROPER SOIL PARAMETERS. 2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO VERIFY THE SUITABILITY OF DESIGN ASSUMPTIONS MADE BY CRITERIUM. 3. WALL EXCAVATION AND SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS. THE GEOTECHNICAL ENGINEER SHALL DETERMINE ADDITIONAL DRAINAGE PROVISIONS TO BE INCORORATED INTO THE WALL DESIGN. 4. THE WALL DESIGN ENGINEER SHALL BE HIRED TO PERFORM A PRE -CONSTRUCTION SITE VISIT. 5. THE WALL DESIGN ENGINEER CAN BE HIRED FOR CONSTRUCTION OBSERVATION SERVICES. 6. THE WALL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL FOR THE CONSTRUCTION OF THE WALL IN ACCORDANCE WITH CONTRACT REQUIREMENTS. 7. SEE PROJECT CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE PROVIDED BY ALL PARTIES. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 143 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 17 STANDARD TERMS AND CONDITIONS STARTUP CONSULTING CORPORATION d/b/a CRITERIUM — TWIN CITIES ENGINEERS This design is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: Section 1: Standard of Service Criterium-Twin Cities Engineers (CTCE) is dedicated to providing its clients with quality service. Services performed by CTCE under this agreement will be conducted in a manner consistent with that level of care and skill that is ordinarily exercised by members of the profession currently practicing under similar conditions at the time the services are performed. No other warranty, express or implied, is made. Client recognizes that interpretations and recommendations of CTCE are based solely on the information available to the company. CTCE will be responsible for those data, interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed. Section 2: Charges Services are generally provided on a lump sum or an hourly basis plus necessary out-of-pocket costs. Where appropriate, company and personal vehicles used in conjunction with project work will be charged at the current IRS rate or other stated rate per mile. Vehicle rental or special vehicle requirements will be charged directly to the client. Out-of-pocket costs such as printing, word processing, reproduction, special consultant fees, permits, special equipment, extraordinary insurance, fares, telephone, overnight lodging or meals expense, and other similar project -related costs are billed at cost plus 10 percent. In the event that CTCE shall be charged more than a nominal fee to obtain public information or documents of record from government offices and public agencies CTCE may pass those costs along to you, our client, at cost plus 10 percent in addition to all other fees in our proposal. Section 3: Terms of Payment, Invoice Submittals CTCE requires a retainer fee to be paid before commencing any project. Extended engagements may require interim invoicing on a weekly, monthly, or other basis. At the completion of the project, we will issue a final invoice. Retainer fee may be waived at CTCE's discretion. Payment of each invoice is due upon presentation of our report unless credit terms have been established and are included in our project agreement. Unless otherwise agreed to in writing, invoices issued to clients with established credit will be due upon receipt. Failure to pay invoices within the allotted time period will constitute a breach of contract and may result in suspension of work until such time as all overdue payments are made in full. Should any suspension occur because of overdue payments, the time for contract completion, if any is stated, shall be extended by the period of the suspension. All outstanding invoiced balances remaining unpaid for thirty (30) days after date of invoice will be charged a finance charge in the amount of 1'/2 percent per month from the date of invoice, with the annual percentage rate being 18 percent, computed on a monthly basis. In the event that any invoice remains unpaid and it becomes necessary, in the opinion of CTCE, to initiate collection procedures, the client hereby agrees to pay all collection costs including, but not limited to, reasonable fees for attorneys retained by CTCE and court costs at our standard billing rate for time necessitated in court appearances or presentation of claim to the appropriate court jurisdiction. Exceptions to the foregoing "Terms of Payment, Invoice Submittal" must be specified in writing as part of our confirmation letter or project agreement. Section 4: Insurance CTCE represents and warrants that it is protected by Workers Compensation insurance and has such coverage under Public Liability and Property Damage insurance policies which CTCE deems adequate. Certificates for all such policies of insurance shall be provided to the Client upon request in writing. CTCE shall not be responsible for any loss, damage or liability arising from any acts by Client, its agents, staff and other consultants employed by it. Section 5: Limitation of Liability 5.a. To the fullest extent permitted by law, neither CTCE, its consultants, nor their agents or employees shall be jointly, severally, or individually liable to client in excess of the compensation to be paid pursuant to this agreement, by reason of any claim, loss, costs, or damages whatsoever arising out of, resulting from or in any way related to this Project or Contract, including but not limited to breach of contract or negligence. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 144 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 18 5.b. CTCE is not responsible for site conditions or the contractor's performance of the work, including supervision and safety measures. 5.c. Mutual Waiver of Consequential Damages: In no event shall CTCE or client be liable to each other for any indirect or consequential damages arising out of or relating to this Contract. Section 6: Indemnification CTCE agrees to defend (subject to the provisions herein), indemnify, and hold harmless Client from and against any claims, liabilities, actions, demands, losses, damages, costs and expenses sustained by any person or entity to the extent caused by CTCE's negligent acts, errors or omissions in connection with the services performed hereunder. Except however, and notwithstanding any other terms in or applicable to this agreement, in regards to claims, liabilities, actions, demands, losses, damages, costs and expenses caused by the negligent acts, errors or omissions of CTCE during the performance of professional services, it is expressly agreed that CTCE's duty to defend Client shall be limited to reimbursing Client's reasonable costs, attorney fees and expenses incurred in its own defense to the extent of the claim caused by CTCE. Client agrees to defend, indemnify, and hold harmless CTCE from and against any claims, liabilities, actions, demands, losses, damages, costs and expenses sustained by any third -party not granted reliance on CTCEs' reports and services. Section 7: Ownership of Documents All reports, field data, field notes, calculations, estimates, and other documents prepared by Criterium Twin Cities Engineers, as instruments of service, shall remain the property of CTCE. Our ownership includes all associated copyrights and the right of reuse, regardless of whether or not the Project is completed. CTCE shall, upon receipt of full payment for services rendered, grant Client a limited, exclusive, revocable license to use the reports and other deliverables for the project specified (only). Any use other than on the named project is strictly prohibited. Any reuse or modification of the documents, without written verification, completion, or adaptation by CTCE, as appropriate for the specific purpose, will be at Client's sole risk and without liability or legal exposure to Criterium. Client agrees that all reports furnished to Client or his agents, which are not paid for, will be returned upon demand, and will not thereafter be used by Client for any purpose whatever. Client shall defend, indemnify, and hold harmless CTCE from any and all claims arising from Client's reuse, modification, or disclosure of the instruments of service or other work product produced hereunder to any third parties. CTCE will retain all pertinent records relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to Client at all reasonable times. Section 8: Copies of Document Subject to the terms in the preceding section, CTCE agrees to furnish client with an electronic copy of our report, drawings, or documents relating to the services performed. Hard copies, bound or unbound, may be provided upon request at a charge of cost plus 10 percent at CTCE's sole discretion. CTCE shall retain an electronic copy of the final report in its files for a period of five years. Section 9: Client Responsibilities Client agrees to provide all requested and relevant information in a timely manner. Failure to provide information within the agreed upon timeframe may delay the completion of the services within the agreed upon timeframe. It is not the responsibility of CTCE to verify the accuracy or relevance of the information supplied. CTCE is relying on the accuracy, completeness and appropriateness of client -provided information. CTCE is performing the Services so that Client may utilize the information and recommendations contained in the reports, produced as instruments of service, which are not intended to be comprehensive, to effect prudent and timely decisions necessary for, among other things, the purchase, refinance, budgeting, planning, care, operation and maintenance of the property, as well as the safety of the occupants and other users. Unless clearly defined in the project's scope, it is understood and agreed that CTCE shall not be responsible for implementing the recommendations as part of its Services. CTCE shall not be responsible or liable for Client's determination to implement or not implement CTCE's recommendations, or for the services performed by any consultant(s) and/or contractor(s) whom Client may select to implement such recommendations. Further, it is understood that CTCE is not responsible or liable, and Client shall hold CTCE harmless, for any effects or hazardous conditions on the property, including the services or work performed by the consultant(s) and/or contractor(s) in the design and construction of the property. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 145 865 Partenwood Avenue, Orono, Minnesota October 13, 2025 Page 19 Section 10: Images Client hereby acknowledges and agrees that CTCE and/or its agents may create or obtain images, photographs, and/or video and/or audio recordings of the Property during the Project, including inspection of the Property (collectively, "Images"). Client agrees that CTCE may use such Images for CTCE purposes, including but not limited to education, internal training, scholarship, research, marketing, advertisement, and promoting CTCE's website, products, services, or ideas. Section 11: Force Majeure The engineer shall not be responsible or liable for any failure or delay in the performance of its obligations under this contract arising out of or resulting from any cause or event beyond our control, such as war, strike, crime, epidemic/pandemic, regulations and/or restriction imposed by any government agency, or other event. Section 12: Termination and Assigns This agreement to perform engineering services may be terminated by either party by written notice. In the event of termination, CTCE shall be paid for services performed and expenses incurred up to the termination notice date, plus any expenses or penalties resulting from the termination. Neither the Client nor CTCE may delegate, assign, sublet or transfer his duties or interest in this agreement without the written consent of the other party. Section 13: Disputes If, in your opinion as our client, or that of any third party granted reliance on CTCEs' reports or services, CTCE was negligent or in breach of contract, to the fullest extent permitted by law, any action arising out of or related to the services provided must be brought to our attention no later than one (1) year after our field visit. In the event this limiting period is not enforceable under the applicable jurisdiction, then the period shall be revised to reflect the shortest duration legally enforceable or, if no limiting period is enforceable, then this provision shall be stricken without voiding the remaining provisions of the Agreement. Any controversy or claim arising out of or relating to this agreement, or the breach thereof, shall be settled by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. In addition to and prior to arbitration, the parties agree to negotiate all disputes in good faith for a period of thirty (30) days from the date of bringing the concerns to our attention. If such negotiations do not resolve the concerns, the parties shall further endeavor to settle disputes by mediation in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect unless the parties mutually agree otherwise. Demand for mediation shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. In no event shall the demand for mediation be made after the date when institution or legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. If the Client brings an action against CTCE and CTCE prevails, CTCE shall be entitled to recover costs and expenses, including reasonable attorneys' fees and costs. Independently Owned and Operated Life Time Work, 200 Southdale Ctr. / Edina, MN 55435 O: 651.779.7700 / criteriummn.com 146 DRAFT Minutes Planning Commission Regular Meeting Monday, October 20, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 5.3. LA25-000043, TAKKA DAY DESIGN O/B/O JOHN ERICKSON, 865 PARTENWOOD RD, VARIANCES & CONDITIONAL USE PERMIT The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the request for variances and a conditional use permit to remodel an existing home and a retaining wall. The plan includes a reduction of more than 1,000 square feet of hardcover in the lakeshore setback. The Planning Commission discussed the item and asked questions of staff and the applicant, Mark Vincent. Takka Day Design. Chair Bollis opened the public hearing at 7:20 p.m. Ann Theisen, 815 Partenwood Road, asked about an easement they have over the driveway and any impact on their hardcover. Scott Mayer, contractor, spoke about the easement. Chair Bollis closed the public hearing at 7:27 p.m. Commissioners appreciated the reduction in hardcover and the thoughtfulness of the plan. Ressler moved, Tift seconded, to approve LA25-000043, 865 Partenwood Road, Variances and Conditional Use Permit as applied. VOTE: Ayes 7, Nays 0. 147 AGENDA ITEM Date: November 10, 2025 Item: 16 Title: LA25-000045, 200 Wayzata Blvd W, Conditional Use Permit - Resolution 7640 Presenter: Matt Karney, Planner Section: Consent Agenda Purpose: The applicant requests an amendment to an existing conditional use permit for a new accessory building for the Wayzata Country Club. 2. MN§15.99 Application Deadline: The application was made on September 19, 2025, and deemed complete on October 3, 2025. The 60-day review period is to expire on December 2, 2025. 3. Background: The applicant proposes an amendment to the existing conditional use permit to construct an accessory pavilion building to serve as an amenity to the Wayzata Country Club and its members. This building will allow for services and facilities, such as restrooms, to be closer to golfers and members on the greens, eliminating travel back to the clubhouse. The country club hosts events and activities that are otherwise conducted outdoors and the proposed building will allow for shelter and convenience for this purpose. Link to Planning Commission packet. (Application Materials Found Here) 4. Planning Commission Vote and Comment: On October 20, 2025, the Planning Commission held a public hearing and discussed the conditional use permit. Following the public hearing, the Commission voted 7-0 to recommend approval of the application as recommended by staff. Link to Planning Commission video. Public Comment: No public comments have been received. 6. Staff Recommendation: Planning Staff recommends approval. COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7640, approving the requested conditional use permit subject to conditions. Exhibits A. Resolution 7640 B. Site Plan C. Building Details 148 D. Draft PC Minutes 149 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7640 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT PURSUANT WITH MUNICIPAL ZONING CODE SECTION 6.12.1830 FILE NO. LA25-000045 WHEREAS, on September 19, 2025, Keep The Faith Contracting (hereinafter the "Applicant") on behalf of Wayzata Country Club (hereinafter the "Owner"), applied for a conditional use permit from the City Code for the property addressed 200 Wayzata Boulevard West, Orono and legally described in the attached Exhibit A; and WHEREAS, the Applicant made an application to the City of Orono for a conditional use permit pursuant to Orono Municipal Zoning Code Section 6.12.1830 to construct a new accessory building for the existing country club and golf course use; and WHEREAS, on October 20, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on October 20, 2025, the Planning Commission voted 7 to 0 in favor of a motion to recommend approval of the conditional use permit as recommended by staff; and WHEREAS, on November 10, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the application for a conditional use permit to construct two new accessory storage buildings described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: Al. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above -mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is located in the RR-1 B, One -Family Rural Residential Zoning District. 150 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7640 A3. The Applicant requests approval of a conditional use permit to construct a new accessory pavilion building on the Property. A4. Per Section 6.12.1830(1) of the Municipal Zoning Code, country clubs and golf courses are permitted in the RR-1 B district provided all accessory buildings greater than 6 feet in height are located at least 50 feet away from adjacent, residentially -zoned properties. The proposed building is located over 50 feet from the adjacent, residentially -zoned properties. A5. In considering this application for a conditional use permit, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed conditional use permit upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. CONDITIONAL USE PERMIT ANALYSIS: Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: B1. Consistent with the community management plan; the ongoing use of the Property as a country club and golf course are conditional uses that conform with the plan; and B2. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; the proposal is compliant with the zoning code and is not subject to additional conditions imposed based on the existing and proposed land uses; and B3. Adequately served by police, fire, roads, and stormwater management; the Property meets this standard; and B4. Provided with an adequate water supply and sewage disposal system; the Property meets this standard; and B5. Not expected to generate excessive demand for public services at public cost; this proposal is not anticipated to impact public services; and B6. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; the use of the Property is not changing with the 151 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7640 addition of the proposed accessory pavilion building. The conditional uses are compatible with the surrounding area; and B7. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the character of the area is influenced by golf courses and country clubs. The proposed building, as an amenity to a country club, supports this existing use; and B8. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; there are few, if any, buildings or site improvements in the area outside of the golf course itself. The proposed building is designed to be compatible with and extend services from the existing principal clubhouse building within the country club; and B9. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; the proposed building will not impair the use and enjoyment of property in the area as it is in a centralized location on the property and is to serve as an additional amenity for the existing golf course use; and B10. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the proposed building is over 300 feet from Old Long Lake Road and over 700 feet from the nearest residence, and is in a location that is adequately screened by the existing inventory of trees on the site; and B11. Not create a nuisance that generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the proposal is not anticipated to create a nuisance as the location is internal to the site and is only to be used during country club business hours; and B12. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; the proposed building is to be used as an additional amenity for the existing members of the country club. An increase in traffic to and from the site resulting from accessory building is not anticipated; and B13. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the location of the proposed building is for accessibility and convenience of members of the golf course. This location is on the 152 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7640 course itself and utilizes an existing level location with ample screening, where new grading and site work would be minimal, and B14. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; the proposal will provide exterior lighting that will be downcast. The proposed building is in an internal location on the site where light or glare will not be cast offsite; and B15. Not detrimental to the public health, public safety, or general welfare; the proposal does not come at a detriment to the public health, safety, or welfare of residents and landowners of the City of Orono. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a conditional use permit pursuant to Orono Municipal Zoning Code Section 6.12.1830 to construct a new accessory building for the existing country club and golf course use, as follows: C1. Council approval is based on the entire record and, the above Findings. C2. The approved project shall conform to the building plans submitted by the Applicant, attached to this Resolution as Exhibit B. C3. Any amendments to the Plans that are not in conformity with City codes may require further Planning Commission and City Council review. C4. Authorities granted by this resolution run with the Property not with the Applicant, but are permissive only and must be exercised by obtaining permits for the proposed accessory building, commencing construction of said project. A building permit must be obtained within one year of the date of Council approval, or the conditional use permit will expire on that date (November 10, 2026). C5. The Applicant agrees to comply with all permitting requirements of all applicable jurisdictions including but not limited to MCWD. Copies of all required permits must be provided to the City with the submittal materials for the building permit. C6. The conditional use permit shall remain in effect as long as the conditions imposed by the City Council are observed, but nothing in this section shall prevent the city from enacting or amending official controls to change the status of conditional uses. 153 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7640 C7.Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 10' day of November, 2025. ATTEST: CITY OF ORONO: Christine Lusian, City Clerk Bob Tunheim, Mayor 154 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7640 Wayzata Country Club By: it's President STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me this day of , 2025, by , the President of Wayzata Country Club, a Minnesota corporation, on behalf of the corporation. Notary Public 155 Resol No. 7358 Exhibit A LA23-000003 Parcel 1: All of the following described Tract 1: Tract 1: All of Lots 59 and 60 and that part of Lot 64 lying Easterly of the Easterly line of the West 1/2 of the Northwest Quarter of Section 1, Township 117, Range 23 and that portion of the abandoned road formerly known as County Road No. 27 which separated Lots 59 and 63, Auditor's Subdivision Number 184, Hennepin County, Minn., from Lots 60 and 64, said Auditor's Subdivision lying between the Southerly extension of the East line of Lot 59, said Auditor's Subdivision and the Easterly line of the Town Road as now laid out and traveled, which line is 33 feet Northeasterly (measured at right angles) to the following described line: Commencing at the Southeast comer of the Southwest Quarter of Section 36, Township 118, Range 23; thence North along the East line of said Southwest Quarter 348.4 feet to the actual point of beginning of the line to be described; thence deflecting right in a Southeasterly direction at an angle of 157 degrees 55 minutes to Trunk Highway No. 12 and there terminating; all in Auditor's Subdivision No. 184, Hennepin County, Minn. Except that part of Tract 1 which lies within a distance of 140 feet on each side of the following described line A: Line A: From a point on the North line of Section 6, Township 117 North, Range 22 West, distant 670.02 feet East of the Northwest corner thereof, run Southeasterly at an angle of 28 degrees 11 minutes 12 seconds with said North section line for 485.92 feet to the point of beginning of the line to be described; thence run Northwesterly on the last above described course for 30.93 feet; thence deflect to the left on a 3 degree 00 minute curve (delta angle 62 degrees 22 minutes 25 seconds) for 2079.12 feet; thence on tangent to said curve for 883.31 feet; thence deflect to the right on a 2 degree 00 minute curve (delta angle 34 degrees 41 minutes 10 seconds) for 1734.31 feet; thence deflect to the right on a 2 degree 49 minute 16.59 seconds curve (delta angle 37 degrees 30 minutes) for 1329.19 feet; thence on tangent to said curve for 50.2 feet; thence deflect to the right on a 4 degree 30 minute curve (delta angle 38 degrees 57 minutes) for 865.56 feet; thence on tangent to said curve for 465.05 feet and there terminating. Also except that part of Tract 1 described above lying Northwesterly of a line run parallel with and distant 140 feet Northwesterly of the above described Line A which lies Southerly of Line B described below: Line B: Beginning at a point on Line C described below distant 200 feet Southeasterly of its point of termination; thence run Northeasterly at right angles with said Line C for 50 feet; thence run Easterly to a point distant 80 feet Northeasterly (measured at right angles) of a point on said Line B distant 700 feet Southeasterly of its point of termination; thence run Easterly to a point distant 164 feet Northwesterly (measured at right angles) of a point on the first above described line distant 2330 feet Westerly of its point of beginning; thence run Northeasterly parallel with said line for 1500 feet and there terminating. 156 Line C: Beginning at a point on the above described Line A distant 2404.81 feet Southwesterly of its point of beginning; thence run Northwesterly at an angle of 45 degrees 50 minutes 08 seconds with said line (when measured from Southwest to Northwest) for 1120.35 feet and there terminating. Parcel 2: Lot 63, Auditor's Subdivision Number 184, Hennepin County, Minn. Parcel 3: The West 1/2 of the Southeast Quarter of Section 36, Township 118, Range 23, Hennepin County, Minnesota, except that part of the North 55 feet thereof described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Southeast Quarter; thence on an assumed bearing of East along the North line of said Northwest Quarter of the Southeast Quarter a distance of 400 feet to the point of beginning of the property being described; thence continuing on a bearing of East along said North line to a point distant 550 feet West of the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 8 degrees 29 minutes West to the South line of said North 55 feet; thence on a bearing of West along said South line to its intersection with a line drawn South 18 degrees 35 minutes East from the point of beginning; thence North 18 degrees 35 minutes West to the point of beginning. Together with that certain non-exclusive easement for ingress and egress as contained in Quit Claim Deed dated November 21, 1977 and filed in the office of the County Recorder on November 22, 1977, as Document No. 4335823. Parcel 4: That part of the Southeast Quarter of the Southwest Quarter of Section 36, Township 118, Range 23 lying Southwesterly of the County Road. Pars 1, 2, 3 and 4 being registered land as is evidenced by Certificate of Title No. 1138616. Parcel 5: Outlot B, Fairway Hills Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 763899. Parcel 6: That part of the Southeast Quarter of the Southwest Quarter of Section 36, Township 118, Range 23, Hennepin County, Minnesota, lying South and East of the plat of Herrick Circle now replatted and known as Summit Station and lying North and East of the center line of the South Minneapolis and Watertown Road also called Wayzata and Long Lake Road. Abstract Property. Parcel 7: Outlots A and B, Hauser Lauer WCC Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Abstract Property. 157 Parcel 8: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin County, Minnesota, described as follows: Beginning at the Southeast corner of said Government Lot 2; thence North along the East line of said Government Lot 2, a distance of 663 feet; thence West parallel with the South line of said Government Lot 2, a distance of 450 feet; thence Southwesterly to a point on the South line of said Government Lot 2, a distance of 550 feet West of the point of beginning, thence East along said South line to the point of beginning. Abstract Property. Parcel 9: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin County, Minnesota, described as follows: Beginning at the Southwest corner of said Government Lot 2; thence North along the West line of said Government Lot 2, a distance of 150 feet; thence East parallel with the South line of said Government Lot 2, a distance of 350 feet; thence Southeasterly to a point on the South line of said Government Lot 2, a distance of 400 feet East of the point of beginning; thence West along said South line to the point of beginning. Abstract Property. Parcel 10: Lot 2, Block 1, Wayzata Country Club Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 1086675. Parcel 11: That part of Lot 2, Block 1, Fairway Hills Addition lying Northerly of a line bearing North 83 degrees 40 minutes 48 seconds West from a point on the East line of said Lot 2 distant 415.23 feet South along said East line from the most Northerly corner of said Lot 2. For the purpose of this description the East line of said Lot 2 bears South 0 degrees 00 minutes 00 seconds East as shown on said plat. Being registered land as is evidenced by Certificate of Title No. 808952. 158 yMain Level Floor 0' - Oil 1 FRONT ELEVATION 1/4" = 1'-0" � Main Level GIg � Main Level Floor_ p - 0ll STONE PANELED OOLUMN5 NV5TONE BASE 5TONE 51DINO Main Level Glg &--\ q'-11/8" 70 sin Level Floor � 0' _ 0" �I • O / os�s �C V oA. �Ol U I N Z 10 00 Ol ZyNY �Lnc o�LIP I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oZiRAW HUI.- o7Wzw =a�a � 27- az n� �4~U4�uWwi V itl���a � z — 'NQ �w1JaW Q_ W K N Z H N a 0 8m m } Z�Z JOW 009�0� F�oQ�� J W J IL a Z >OZniNw`� �Z �NZ J in z z p p pp } W O�awpO q J pOZm �BWm Q�RWO N W V m J W O pO I L Z A�f°pes� 0= am�7d�Q Ac3mQzer ? s V 0 H H W Q~ J O F _ Z Z � p � Z N F "1 W UN O K W Za W Jl� pp WZUZ� W FQIL J W EDIb JN W NO pa�lal O •— — > CIOZ > a ca m O N C: V � o C) 3: O o 0 SHEET NO. 159 RIGHT SIDE ELEVATION 1/4" = 1'-0" jk Main Level Clg 1/8" LA Main Level Floor � o, - oil '*_�A5PHALT 5HIN(5LE5-" ASPHALT 5HINGLE5" OL CIL oc_A�O oc_� OODOOC�OODOODOOD OL_)L CD OODOOD C STONE 51DIN6STONE 51DING NVSTUCCO ABOVE 1 REAR ELEVATION �2 1/4" = 1'-0" jk Main Level Gjg_ q' - 1 1/8" Main Level Floor 0' - o u LEST 51DE ELEVATION 1/4" = 1'-0" A/51ONE BA5E PANELED COLUMNS W/5TONE BASE Main Level GI q'-11/8 _ Main Level Floor 0' -Oil _ Main Level Glg � q' - 1 1/8" Main Level Floor � 0' - o" �I • O / os�s �C V oA. �Ol U I N Z 10 00 Ol ZyNY �Lnc o�LIP I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oio7Wzw �4~U4�uWwi V itl���a WHIP f� W KNZHN ORi�mm W 009�0� F�oQ�� J W J IL 4 Z Z IL Q J V >OZniNw`� �Z �NZ J O V � w C, q J p OO z 2 N W V m J W O pO I L Z a�m�7d"�Q Ac3mQZ� �� pp �� W4�u�ui zpz NF W w Q U J z S W UWl Q~ J o F_ Z Z V H N p Z N F "1 W Za W Jl� pp W �ZUZ� W FQIL J W JN W NO pQ�lal O ■ ■� > Z ' 5 a c m O N C: V � o C) 3: O o 0 SHEET NO. 160 A2 Ext Elevatior5 b ,-i � 1/8 gel Floor AL o' -oil \'1 , Left Side Interior Elev Trellis Wall Elevation 1/4" = 1'-0" \ AB / 1/4" = 1'-0" Right Side Interior Elev 1/4" = 1'-0" NOTES: 1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/( ONTRACTOR TO VERIFY ALL WINDOW 8 DOOR SIZES. 3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL. 4.) OWNER/WNTRACTOR TO VERIFY ALL DIMENSIONS. 5.) ALL BRG WALL WINDOW $ DOOR OPNG'5 WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. 51DE OF HEADER. 6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM 1.) ALL HEADERS ARE DROPPED UNLE55 NOTED (FL) 8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES. w w I I I I 1 Gri I I Elevation 1 /4" = 1'-0 " • O / os�s �C V OA. �Ol -o r gL O,- OII _evel Glg n i' - 1 1/8" rel Floor OI -oil U I N Z 10 00 Ol ZyNY �Lnc I _ N Nown J � fn Lu L LW �^ v bA ^ J = N Q (E LIJ Lij �u U LL O oZio7Wzw KBi�lpoz HU12 =a�a � 2az n� a �zl� Op vzl�i � z - 'NQ �I1�..IIa W Q_ 0 8m m } i�i Jo W 009�0� F�oQ�� J W J IL a Z sZo7 in B8KpI� O Z N N w� � Z � N Z u) J O�awp� q J pgZIU Z ZOO z � 0 � Ili N W V m J W O pO I L Z Z� e� � O v U¢ ON 21m�7d�Q Ac3mQz� iW�Q`�iii~ J z a a w Q U Q~ spay=� Z Z V H N "1 Za wd� pp W �ZUZI� W FgIL J W m J IL JN W NO pa�lal O ■ ■� > Z ' 5 a c m O N C: V � o C) 3: O o 0 SHEET NO. Ext Elevations 161 • O / All INS r S�.S `o(�C/ / ti4 rJ 00� NOTES: 1.) ALL BRG. HEADER5 ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR 51ZE5. 3.) OWNER/GONTRAGTOR TO 5PEG. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMEN51ON5. 5.) ALL BRG WALL WINDOW 8 DOOR OPNG'5 WIDER THAN 60" REQUIRE (2) TRIMMER5 MIN. UNDER EA. 51DE OF HEADER. 6.) (FL) - FLU5H BEAM, (DR) DROPPED BEAM 1.) ALL HEADER5 ARE DROPPED UNLE55 NOTED (FL) 5.) U5E ENERGY HEEL HEIGHT ON ROOF TRU55E5. U I , Z 10 00 Ol ZyNY �Lnc I _ N Nown J � VI Lu L U L �^ v bA ^ J = N Q M LLI W �u U LL O oZio7Wzw RAWH oz UI.- az n� �4 ~U4�uWwi V itl���a z - Zq'4 'NQw1JaW Q W K N Z H N_ a 0 8m m } 009�0� F�oQ�� J W J IL a Z s'2D7 in J O�awpO q J pOZm N W V m J W O pO I L Z Z O G B w z N A�f°pes� Ss er °z Ac3mQz� �� pp J z a a w Q U in pR� p� W UN O K W Za W Jl� pp W �ZUZ� W FQIL J W W J ZZ J JN W NO pa�lal O ■ ■� > Co Z ' 5 a c m O N C: V � o V 3:O o 0 SHEET NO. 162 Mena Reatroom Elev 1 1/2" = 1'-0" PAINT PAINT PAINT i MIRROR D15PEN5ER TILE DISPENSER o n' TILE m TILE 1'-6" 1'-3" 00, As 1/2" = 1'-0 " NOTES: 1.) ALL BRO. HEADER5 ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW 8 DOOR 517E5. 3.) OWNER/CONTRACTOR TO 5PEG. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMEN51ON5. 5.) ALL BR6 WALL WINDOW $ DOOR OPN65 WIDER THAN 60" REQUIRE (2) TRIMMER5 MIN. UNDER EA. 51DE OF HEADER. (b.) (FL) - FLU5H BEAM, (DR) DROPPED BEAM 1.) ALL HEADER5 ARE DROPPED UNLE55 NOTED (FL) 5.) U5E ENERGY HEEL HEIGHT ON ROOF TRU55E5. ReStroom Elev 1 Main Level Glg n q' - 11 Val, Main Level Floor � 0- _- 0 1 Main Level Glg 4L q' - 1 1/8" Main Level Floor � 0' -- 011 1 Mena Reatroom Elev 2 1/2" = 1'-0" 4 NOmen'S �.s 1/2" = 1'-0" ReStroom Elev 2 Main Level Glg &--� q' - 1 1/51/5" Main Level Floor 0'-0� 1 Main Level Clg '&� q' - 1 1/8" Main Level Floor 0' -Oil 1 • O / os�s �C V OA. �Ol U I N Z 10 00 Ol ZyNY �Lnc I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oZio7Wzw RAW W H U 12 a i P az n� �4~U4�uwwi V itl���a � z — 'NQ 1J Q W Q 0 8m m } Z�Z JOW 009�0� F�oQ�� J W J IL 4 Z sZo7 in'SWO 8Qp`� K >OZniNw�sZ 67.2 ��3z J �n mOU0'Y Uw } 'K O�awp� q J pgZ[U Z,O p��:� o=sus N W V m J W O pO I L Z � '< B w z N A�f°pesir 0 Z= 4 Q Q O m Q Z �wuu�i�S`�iii~ s� �� pp JIL z d¢ w Q U z S W N Q~ HJ O F_ Z Z V � p Z N F "1 � � � w � � � 01 2 Ell KK Za w�si� pp ED W �ZUZ� W FQIL J W JN W NO pQ�lal O .� — > mz a d N V cu o V 3:O O J N H W o ° m w u v z Q Z 3 CZ_9 �L N ZOFf 020 (A7 =m \ Ll.l Z p ~ H a J l� Z w �i LL O F O ~ a°c?0 Z w w3o=U� F O a0�v�o�Z N O d a Z Z x ,c U U C.)F a oC a SHEET NO. Interior Elevations 163 3 3D Vieux 1 �a 6 3D View 4 5 3D view 3 � �q 4 3D View 2 U I N Z 10 00 al O' ZyNy Lnc o�LIP I _ N N J � to LU L ownU N N V Lw �^ v = NLO Q (E W Lij U LL O a '61 oio7Wzw N p Qp Z~ � 1 O m �4 ~U4�uWwi V itl���a � z - 'NQ �1�wJaW Q�_ 009�0� F�oQ�� �o C�LF J W J IL a Z ?7 `g2D7 in mvuilu J m OUO'Y 2�zzp��pp}W o�Wpo 4 J pOZm �BWmQ�RWo N W V m J W O pO I L Z B 2 w z N A�f°pes� °IT W a�m�7d"�Q Ac3mQzt�� Dn 43 z S W UWl Q~ J O F_ Z Z V H N� p Z W Za H W W pQ W 2 U Z W F Q IL J W WJ2ZOo~ JN W NO pa�lal o ._ — > co > a c� m o N C: V � o C) 3: O o 0 SHEET NO. Acl 3D Viewa 164 L 6 pr �I _ a " A r 7- L U I N Z 10 00 al O' ZyNy Lnc o�LIP I _ N N J � to LU L ownU Lw �^ v bA J = NLO Q (E W Lij U LL O a oiOWzw K 8 p Oz Z W M O a mJ tq a LU �4 ~U4�uWwi Uitl���a � z — ��� z �av J}}K �ppn�011l V N m Z V 009�0� F�oQ�� LF J W J IL a Z IL a J in cl J O�awDO q J pOZ2 N IL O m J W O (Oa -o Z �A�moes� °z9°0= a�m�7d"�Q Ac3mQz� 'iu9 z S W ISWI Q~ J O F = IC Z Z V H N� Q � Z N H Za W Jl� pp W �ZUZ� W FQIL J W JN W NO �a�lal — m ca a �� co CJ CC) o L U o 0 0 Oj SHEET NO. (fo 1 Site Plan 165 yMain Level Floor 0' - Oil 1 FRONT ELEVATION 1/4" = 1'-0" � Main Level GIg � Main Level Floor_ p - 0ll STONE PANELED OOLUMN5 NV5TONE BASE 5TONE 51DINO Main Level Glg &--\ q'-11/8" 70 sin Level Floor � 0' _ 0" �I • O / os�s �C V oA. �Ol U I N Z 10 00 Ol ZyNY �Lnc o�LIP I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oZiRAW HUI.- o7Wzw =a�a � 27- az n� �4~U4�uWwi V itl���a � z — 'NQ �w1JaW Q_ W K N Z H N a 0 8m m } Z�Z JOW 009�0� F�oQ�� J W J IL a Z >OZniNw`� �Z �NZ J in z z p p pp } W O�awpO q J pOZm �BWm Q�RWO N W V m J W O pO I L Z A�f°pes� 0= am�7d�Q Ac3mQzer ? s V 0 H H W Q~ J O F _ Z Z � p � Z N F "1 W UN O K W Za W Jl� pp WZUZ� W FQIL J W EDIb JN W NO pa�lal O •— — > CIOZ > a ca m O N C: V � o C) 3: O o 0 SHEET NO. 166 RIGHT SIDE ELEVATION 1/4" = 1'-0" jk Main Level Clg 1/8" LA Main Level Floor � o, - oil '*_�A5PHALT 5HIN(5LE5-" ASPHALT 5HINGLE5" OL CIL oc_A�O oc_� OODOOC�OODOODOOD OL_)L CD OODOOD C STONE 51DIN6STONE 51DING NVSTUCCO ABOVE 1 REAR ELEVATION �2 1/4" = 1'-0" jk Main Level Gjg_ q' - 1 1/8" Main Level Floor 0' - o u LEST 51DE ELEVATION 1/4" = 1'-0" A/51ONE BA5E PANELED COLUMNS W/5TONE BASE Main Level GI q'-11/8 _ Main Level Floor 0' -Oil _ Main Level Glg � q' - 1 1/8" Main Level Floor � 0' - o" �I • O / os�s �C V oA. �Ol U I N Z 10 00 Ol ZyNY �Lnc o�LIP I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oio7Wzw �4~U4�uWwi V itl���a WHIP f� W KNZHN ORi�mm W 009�0� F�oQ�� J W J IL 4 Z Z IL Q J V >OZniNw`� �Z �NZ J O V � w C, q J p OO z 2 N W V m J W O pO I L Z a�m�7d"�Q Ac3mQZ� �� pp �� W4�u�ui zpz NF W w Q U J z S W UWl Q~ J o F_ Z Z V H N p Z N F "1 W Za W Jl� pp W �ZUZ� W FQIL J W JN W NO pQ�lal O ■ ■� > Z ' 5 a c m O N C: V � o C) 3: O o 0 SHEET NO. 167 A2 Ext Elevatior5 b ,-i � 1/8 gel Floor AL o' -oil \'1 , Left Side Interior Elev Trellis Wall Elevation 1/4" = 1'-0" \ AB / 1/4" = 1'-0" Right Side Interior Elev 1/4" = 1'-0" NOTES: 1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/( ONTRACTOR TO VERIFY ALL WINDOW 8 DOOR SIZES. 3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL. 4.) OWNER/WNTRACTOR TO VERIFY ALL DIMENSIONS. 5.) ALL BRG WALL WINDOW $ DOOR OPNG'5 WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. 51DE OF HEADER. 6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM 1.) ALL HEADERS ARE DROPPED UNLE55 NOTED (FL) 8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES. w w I I I I 1 Gri I I Elevation 1 /4" = 1'-0 " • O / os�s �C V OA. �Ol -o r gL O,- OII _evel Glg n i' - 1 1/8" rel Floor OI -oil U I N Z 10 00 Ol ZyNY �Lnc I _ N Nown J � fn Lu L LW �^ v bA ^ J = N Q (E LIJ Lij �u U LL O oZio7Wzw KBi�lpoz HU12 =a�a � 2az n� a �zl� Op vzl�i � z - 'NQ �I1�..IIa W Q_ 0 8m m } i�i Jo W 009�0� F�oQ�� J W J IL a Z sZo7 in B8KpI� O Z N N w� � Z � N Z u) J O�awp� q J pgZIU Z ZOO z � 0 � Ili N W V m J W O pO I L Z Z� e� � O v U¢ ON 21m�7d�Q Ac3mQz� iW�Q`�iii~ J z a a w Q U Q~ spay=� Z Z V H N "1 Za wd� pp W �ZUZI� W FgIL J W m J IL JN W NO pa�lal O ■ ■� > Z ' 5 a c m O N C: V � o C) 3: O o 0 SHEET NO. Ext Elevations 168 • O / All INS r S�.S `o(�C/ / ti4 rJ 00� NOTES: 1.) ALL BRG. HEADER5 ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR 51ZE5. 3.) OWNER/GONTRAGTOR TO 5PEG. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMEN51ON5. 5.) ALL BRG WALL WINDOW 8 DOOR OPNG'5 WIDER THAN 60" REQUIRE (2) TRIMMER5 MIN. UNDER EA. 51DE OF HEADER. 6.) (FL) - FLU5H BEAM, (DR) DROPPED BEAM 1.) ALL HEADER5 ARE DROPPED UNLE55 NOTED (FL) 5.) U5E ENERGY HEEL HEIGHT ON ROOF TRU55E5. U I , Z 10 00 Ol ZyNY �Lnc I _ N Nown J � VI Lu L U L �^ v bA ^ J = N Q M LLI W �u U LL O oZio7Wzw RAWH oz UI.- az n� �4 ~U4�uWwi V itl���a z - Zq'4 'NQw1JaW Q W K N Z H N_ a 0 8m m } 009�0� F�oQ�� J W J IL a Z s'2D7 in J O�awpO q J pOZm N W V m J W O pO I L Z Z O G B w z N A�f°pes� Ss er °z Ac3mQz� �� pp J z a a w Q U in pR� p� W UN O K W Za W Jl� pp W �ZUZ� W FQIL J W W J ZZ J JN W NO pa�lal O ■ ■� > Co Z ' 5 a c m O N C: V � o V 3:O o 0 SHEET NO. 169 Mena Reatroom Elev 1 1/2" = 1'-0" PAINT PAINT PAINT i MIRROR D15PEN5ER TILE DISPENSER o n' TILE m TILE 1'-6" 1'-3" 00, As 1/2" = 1'-0 " NOTES: 1.) ALL BRO. HEADER5 ARE TO BE (2)-2x10 UNLE55 NOTED OTHERWI5E (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW 8 DOOR 517E5. 3.) OWNER/CONTRACTOR TO 5PEG. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMEN51ON5. 5.) ALL BR6 WALL WINDOW $ DOOR OPN65 WIDER THAN 60" REQUIRE (2) TRIMMER5 MIN. UNDER EA. 51DE OF HEADER. (b.) (FL) - FLU5H BEAM, (DR) DROPPED BEAM 1.) ALL HEADER5 ARE DROPPED UNLE55 NOTED (FL) 5.) U5E ENERGY HEEL HEIGHT ON ROOF TRU55E5. ReStroom Elev 1 Main Level Glg n q' - 11 Val, Main Level Floor � 0- _- 0 1 Main Level Glg 4L q' - 1 1/8" Main Level Floor � 0' -- 011 1 Mena Reatroom Elev 2 1/2" = 1'-0" 4 NOmen'S �.s 1/2" = 1'-0" ReStroom Elev 2 Main Level Glg &--� q' - 1 1/51/5" Main Level Floor 0'-0� 1 Main Level Clg '&� q' - 1 1/8" Main Level Floor 0' -Oil 1 • O / os�s �C V OA. �Ol U I N Z 10 00 Ol ZyNY �Lnc I _ N Nown J � VI LU L U LW �^ v bA ^ J = N Q (E W Lij �u U LL O oZio7Wzw RAW W H U 12 a i P az n� �4~U4�uwwi V itl���a � z — 'NQ 1J Q W Q 0 8m m } Z�Z JOW 009�0� F�oQ�� J W J IL 4 Z sZo7 in'SWO 8Qp`� K >OZniNw�sZ 67.2 ��3z J �n mOU0'Y Uw } 'K O�awp� q J pgZ[U Z,O p��:� o=sus N W V m J W O pO I L Z � '< B w z N A�f°pesir 0 Z= 4 Q Q O m Q Z �wuu�i�S`�iii~ s� �� pp JIL z d¢ w Q U z S W N Q~ HJ O F_ Z Z V � p Z N F "1 � � � w � � � 01 2 Ell KK Za w�si� pp ED W �ZUZ� W FQIL J W JN W NO pQ�lal O .� — > mz a d N V cu o V 3:O O J N H W o ° m w u v z Q Z 3 CZ_9 �L N ZOFf 020 (A7 =m \ Ll.l Z p ~ H a J l� Z w �i LL O F O ~ a°c?0 Z w w3o=U� F O a0�v�o�Z N O d a Z Z x ,c U U C.)F a oC a SHEET NO. Interior Elevations 170 3 3D Vieux 1 �a 6 3D View 4 5 3D view 3 � �q 4 3D View 2 U I N Z 10 00 al O' ZyNy Lnc o�LIP I _ N N J � to LU L ownU N N V Lw �^ v = NLO Q (E W Lij U LL O a '61 oio7Wzw N p Qp Z~ � 1 O m �4 ~U4�uWwi V itl���a � z - 'NQ �1�wJaW Q�_ 009�0� F�oQ�� �o C�LF J W J IL a Z ?7 `g2D7 in mvuilu J m OUO'Y 2�zzp��pp}W o�Wpo 4 J pOZm �BWmQ�RWo N W V m J W O pO I L Z B 2 w z N A�f°pes� °IT W a�m�7d"�Q Ac3mQzt�� Dn 43 z S W UWl Q~ J O F_ Z Z V H N� p Z W Za H W W pQ W 2 U Z W F Q IL J W WJ2ZOo~ JN W NO pa�lal o ._ — > co > a c� m o N C: V � o C) 3: O o 0 SHEET NO. Acl 3D Viewa 171 DRAFT Minutes Planning Commission Regular Meeting Monday, October 20, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 5.4. LA25-000045, KEEP THE FAITH CONTRACTING O/B/O WAYZATA COUNTRY CLUB, 200 WAYZATA BOULEVARD WEST, CONDITIONAL USE PERMIT The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the request for a conditional use permit to build a new pavilion for events and service access from the putting green. The structure would be significantly farther from the nearest residence than required. The Planning Commission discussed the item and asked questions of staff and the applicant, Sam Lemke of Keep the Faith Contracting, and Chris Gerardi, the CEO of the Country Club. Chair Bollis opened the public hearing at 7:38 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:38 p.m. Commissioners noted the proposed structure would be well inside the property site and far from any neighbors. Ressler moved, Jarnot seconded, to approve LA25-000045, Wayzata County Club, 200 Wayzata Blvd, Conditional Use Permit. VOTE: Ayes 7, Nays 0. 172 AGENDA ITEM Date: November 10, 2025 Item: 17 Title: LA25-000046, 430 Old Crystal Bay Rd, CIC Final Plat Phase 2 - Resolution 7641 Presenter: Laura Oakden, Community Development Director Section: Consent Agenda Purpose: The applicant is requesting approval for the phase 2 final CIC plat for Orono Garage Condo development, Building 3, 4 and 5. 2. MN§15.99 Application Deadline: The final plat application was submitted and deemed complete on September 17, 2025. The 120- day review timing will expire on January 15, 2026. 3. Background: On April 28th, the City Council granted preliminary plat, Conditional Use permit and Site Plan approval for 5 buildings to move forward with the garage condo development. On May 12, 2025, a Final Plat, Phase 1 was approved for Buildings 1 and 2 and a development agreement. The applicant is requesting a Final Plat, Phase 2 for Buildings 3, 4, and 5. The current development agreement includes the scope for the entire building out of the site with all 5 buildings. Once the buildings are substantially constructed, the plat/mylars can then be recorded. The mylars for the Final plat must be recorded before the buildings can proceed with obtaining final inspections and Certificate of Occupancy. 4. Staff Recommendation: Staff recommends approval as applied. COUNCIL ACTION REQUESTED Motion to approve Final Plat, Phase 2 Buildings 3, 4, and 5 for the Orono Garage Condo, Resolution 7641. Exhibits A. Resolution 7641 Garage Condo, Phase 2 Final Plat B. Final Plat Phase 1 Resolution 7586 - Signed C. Final Preliminary Plat Resolution 7579 - Signed D. Development Contract - Signed 173 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7641 A RESOLUTION GRANTING FINAL PLAT APPROVAL OF THE COMMON INTEREST COMMUNITY PLAT: "ORONO GARAGE CONDOMINIUM" CIC PLAT PHASE 2: BUILDINGS 3, 4 AND 5 FILE NO.LA25-000046 (Phase 1. LA24-000068) WHEREAS, the City of Orono (hereinafter the "City") is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic, and safe development of land within the City; and WHEREAS, representatives from Garage Condo LLC (the "Developer") on behalf Old Crystal Bay LLC, who is the owner of the property addressed 430 Old Crystal Bay Road and legally described as: That part of Lot 1, Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS on January 9, 2025, the Developer applied for Preliminary Plat for a Common Interest Community ("CIC'), Conditional Use Permit, and Site Plan approval to develop the site into Garage Condominiums. WHEREAS, at its regular meeting on April 28, 2025, the Orono City Council granted approvals for the Preliminary Plat, Conditional Use Permit, and Site Plan per the findings and conditions of Resolution No. 7579, by a 5 to 0 vote; and WHEREAS, on May 5, 2025, the Developers submitted an application and the necessary information for Final Plat, Phase 1 for Buildings 1 and 2. The Final Plat application was deemed to be substantially complete on May 5, 2025; and WHEREAS, on May 12, 2025, the Orono City Council granted approval for the Final Plat, Phase 1 for Buildings 1 and 2 per the findings and conditions for Resolution 7586; and WHEREAS, the Developer has agreed to comply with all conditions of Resolution No. 7579 and has completed or has agreed to complete all other requirements of the platting regulations of the City. 174 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7641 WHEREAS, the Developer will be required to record the final plat with Hennepin County once the building is substantial completed following the CIC platting requirements. NOW, THEREFORE, BE IT RESOLVED, based upon the findings of Resolution No. 7579 and 7586, the Orono City Council does hereby approve the plat of ORONO GARAGE CONDOMIMIUM CIC Plat for Phase 2: Buildings 3, 4 and 5 (a copy of which is attached as Exhibit A), subject to the following conditions: 1) Development within ORONO GARAGE CONDOMIMIUM is subject to the Conclusions, Orders, and Conditions enumerated within Preliminary Plat, Conditional Use Permit and Site Plan approval Resolution No. 7579 dated April 28, 2025. 2) Dedication on the plat of the Ingress, Egress, Drainage and Utility Easements as required in Resolution 7579. 3) The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4) Minnehaha Creek Watershed District (MCWD)-approved permits for the grading, stormwater management facilities, storm water pollution prevention plan (SWPPP), and erosion control shall be submitted as required. 5) An updated Alta Commitment for Title Insurance dated April 16, 2025 and certified copies of all recorded easements currently affecting the Property have been submitted. 6) The Property is within the MUSA and will be served by the city's sanitary sewer and public water connections. 7) Payment of Development Fees Required (2025 fee schedule): Total: $47,384.10. a. Stormwater and Drainage Trunk Fee: $47,384.10. 8) Additional fees will be required with the appliable building permits for the site as follows: a. Water and Sewer Connection Permits: Connection permits will be required for each individual unit (85 units proposed) and will follow the applicable fee schedule for the year in which they connect. The individual permits and fees will be due at the time the connections are a installed to serve each unit. The fees will be collected with the building permit for the subject building. b. Met Council Sewer Availability Charge ("SAC'T Due to the size of the buildings and the number/type of proposed connections it is estimated that the development will 175 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7641 require 14 SAC units in total according to the 2024 Met Council determination letters. The 2025 SACs have not increased. The SAC will be collected with each building permit. The current 2025 SAC is $2,485.00 per unit which would result in a total of $34,790.00 (or 14 x $2,485) required to connect all buildings in 2025. i. Building 1: 1 SAC Unit = $2,485 ii. Building 2: 3 SAC Units = $7,455 iii. Building 3: 4 SAC Units = $9,940 iv. Building 4: 4 SAC Units = $9,940 V. Building 5: 2 SAC Units = $4.970 c. Water and Sewer Connection Fee: The City of Orono does not have a per unit breakdown for industrial uses. Following Met Council's logic, the City finds it appropriate to apply the same SAC unit determination when applying the City's water and sewer area connection fees. The water and sewer area connection fees for each building will be collected with each building permit. Based on the City's official 2025 Fee Schedule, a $4,370.00 water unit connection fee and $6,000.00 per sewer unit will be applied (total $10,370.00 per unit) as follows: i) Building 1: 1 SAC Unit = $10,370.00 ii) Building 2: 3 SAC Units = $ 31,110.00 iii) Building 3: 4 SAC Units = $ 41,480.00 iv) Building 4: 4 SAC Units = $ 41,480.00 Building 5: 2 SAC Units = $ 20,740.00 All 5 buildings will result in 14 SAC units, totaling $145,180.00 (14 x $10,370.00) to connect to the City's water and sewer systems. 9. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director, and City Engineer that all requirements of the platting regulations have been satisfied. 10. Phased Development / Staging: Phase 2 will include construction of Building 3, 4 and 5 as shown on Exhibit A. Approval of the Final Plat, recording of the development agreement, and easement must be completed before building permits are issued. 11. Upon substantial completion of Buildings 3, 4 and 5, executed Mylars must be submitted to the City for recording for Phase 2 Final Plat. The City will not conduct the final building inspection or issue occupancy certificates for the buildings until the Mylars are recorded. 176 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7641 12. According to City Code Section 82-142, the aforesaid plat shall be filed by the City of Orono with Hennepin County within one year of Council approval (on or before November 10, 2026), together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. 13. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ATTEST: ADOPTED by the Orono City Council on this 11t" day of November, 2025. CITY OF ORONO: Christine Lusian, City Clerk Bob Tunheim, Mayor 4 177 00 ti T- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL • 0" A RESOLUTION GRANTING FINAL PLAT APPROVAL OF THE COMMON INTEREST COMMUNITY PLAT: "ORONO GARAGE CONDOMINIUM" CIC PLAT PHASE 1: BUILDINGS 1 AND 2 FILE NO.LA 24-000068 WHEREAS, the City of Orono (hereinafter the "City") is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic, and safe development of land within the City; and WHEREAS, representatives from Garage Condo LLC (the "Developer") on behalf Old Crystal Bay LLC, who is the owner of the property addressed 430 Old Crystal Bay Road and legally described as: That part of Lot 1, Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS on January 9, 2025, the Developer applied for Preliminary Plat for a Common Interest Community ("CIC'), Conditional Use Permit, and Site Plan approval to develop the site into Garage Condominiums. WHEREAS, at its regular meeting on April 28, 2025, the Orono City Council granted approvals for the Preliminary Plat, Conditional Use Permit, and Site Plan per the findings and conditions of Resolution No. 7579, by a 5 to 0 vote; and WHEREAS, on May 5, 2025, the Developers submitted an application and the necessary information for Final Plat approval. The Final Plat application was deemed to be substantially complete on May 5, 2025; and WHEREAS, the Developer has agreed to comply with all conditions of Resolution No. 7579 and has completed or has agreed to complete all other requirements of the platting regulations of the City. WHEREAS, the Developer will be required to record the final plat with Hennepin County once the building is substantial completed following the CIC platting requirements. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL No.7586 NOW, THEREFORE, BE IT RESOLVED, based upon the findings of Resolution No. 7579, the Orono City Council does hereby approve the plat of ORONO GARAGE CONDOMIMIUM CIC Plat for Phase 1: Buildings 1 and 2 (a copy of which is attached as Exhibit A), subject to the following conditions: 1) Development within ORONO GARAGE CONDOM IMIUM is subject to the Conclusions, Orders, and Conditions enumerated within Preliminary Plat, Conditional Use Permit and Site Plan approval Resolution No. 7579 dated April 28, 2025. 2) Dedication on the plat of the Ingress, Egress, Drainage and Utility Easements as required in Resolution 7579. 3) The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4) Minnehaha Creek Watershed District (MCWD)-approved permits for the grading, stormwater management facilities, storm water pollution prevention plan (SWPPP), and erosion control shall be submitted as required. 5) An updated Alta Commitment for Title Insurance dated April 16, 2025 and certified copies of all recorded easements currently affecting the Property have been submitted. 6) The Property is within the MUSA and will be served by the city's sanitary sewer and public water connections. 7) Payment of Development Fees Required (2025 fee schedule): Total: $47,384.10. a. Stormwater and Drainage Trunk Fee: $47,384.10. 8) Additional fees will be required with the appliable building permits for the site as follows: a. Water and Sewer Connection Permits: Connection permits will be required for each individual unit (85 units proposed) and will follow the applicable fee schedule for the year in which they connect. The individual permits and fees will be due at the time the connections are a installed to serve each unit. The fees will be collected with the building permit for the subject building. b. Met Council Sewer Availability Charge ("SAC"): Due to the size of the buildings and the number/type of proposed connections it is estimated that the development will require 14 SAC units in total according to the 2024 Met Council determination letters. The 2025 SACs have not increased. The SAC will be collected with each building permit. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7586 The current 2025 SAC is $2,485.00 per unit which would result in a total of $34,790.00 (or 14 x $2,485) required to connect all buildings in 2025. i. Buildinq 1: 1 SAC Unit = $2,485 ii. Building 2: 3 SAC Units = $7,455 iii. Building 3: 4 SAC Units = $9,940 iv. Building 4: 4 SAC Units = $9,940 V. Building 5: 2 SAC Units = $4.970 c. Water and Sewer Connection Fee: The City of Orono does not have a per unit breakdown for industrial uses. Following Met Council's logic, the City finds it appropriate to apply the same SAC unit determination when applying the City's water and sewer area connection fees. The water and sewer area connection fees for each building will be collected with each building permit. Based on the City's official 2025 Fee Schedule, a $4,370.00 water unit connection fee and $6,000.00 per sewer unit will be applied (total $10,370.00 per unit) as follows: i) Building 1: 1 SAC Unit = $10,370.00 ii) Building 2: 3 SAC Units = $ 31,110.00 iii) Building 3: 4 SAC Units = $ 41,480.00 iv) Building 4: 4 SAC Units = $ 41,480.00 Buildinq 5: 2 SAC Units = $ 20,740.00 All 5 buildings will result in 14 SAC units, totaling $145,180.00 (14 x $10,370.00) to connect to the City's water and sewer systems. 9. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director, and City Engineer that all requirements of the platting regulations have been satisfied. 10. Phased Development / Staging: Phase 1 will include construction of Building 1 and Building 2 as shown on Exhibit A. Approval of the Final Plat, recording of the development agreement, and easement must be completed before building permits are issued. Future Final Plat approval will be required when Phase 2, Buildings 3-5 are ready to be constructed. 11. Upon substantial completion of Buildings 1 and 2, executed Mylars must be submitted to the City for recording for Phase 1 Final Plat. The City will not conduct the final building inspection or issue occupancy certificates for the buildings until the Mylars are recorded. T 00 T CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7586 12. According to City Code Section 82-142, the aforesaid plat shall be filed by the City of Orono with Hennepin County within one year of Council approval (on or before May 12, 2026), together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. 13. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of May, 2025. CITY OF ORONO: Christi sian, W Clerk Bob Tunheim, Mayor ) - / �.{ . | \ / ( / ƒ R m m mWd eGm%Imao <_,w� x ) J : -. _ —.00 ----^ ƒ< K�------------------- .. Gx /: � � \ . ; ; ) \ ) § z 3 c 20 �zw . ( zO § ! § k $ §Q� Ow a _ ; 7 z V U S «0 m k U. - a D 0 0 ° \ I ® � w ® 2 /� \ - � — — — - — — — — — — — — — — — — — - ° ._'dm_ 010 ` N co _ fr w �p d Li w w = t Y % fo i B co u� u I ~ W O Cl) J CO Q U N V% O fl� tl °e R - a t � CO w Z e :rc � � t Z t � o no t Z ve w g 20�U � z z t m m R V Z _ O9V R t U < � °zt Z Q t _ U. Z J H ED oa o O� U) t s t -2 ° t A W Z 0 tz 00 T" R* 00 T- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL s A RESOLUTION GRANTING PRELIMINARY APPROVAL FOR A CIC PLAT, CONDITIONAL USE PERMIT AND SITE PLAN APPROVAL FOR THE GARAGE CONDO DEVELOPMENT FILE NO. LA24-000068 WHEREAS, Orono Garage Condos LLC, (hereinafter the "Developer") on behalf of the owners Old Crystal Bay LLC, (hereinafter the "Owners") of the following property: 430 Old Crystal Bay Rd, (PID 33-118-23-13-0016) legally described within Exhibit A (hereinafter collectively the "Property"); WHEREAS on January 9, 2025, the Developer made a complete application for Preliminary Plat, Conditional Use Permit and Site Plan approval to create a garage condo development; and WHEREAS, on February 18, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held public hearings, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on February 18, 2024, the Planning Commission tabled the application provided guidance to the developer and regarding access, parking and landscaping changes; and WHEREAS, on March 17, 2025, the Planning Commission reviewed the revised application. Although the Developer provided the requested information, the site plan did not provide off-street parking on the site. The Commission was unsatisfied with the revised plans which did not identify off- street parking, with a vote of 4-1, recommended denial of the application as revised; and WHEREAS, on March 27, 2025, the Developer submitted revised plans addressing proof of parking identified with the site. WHEREAS, on April 14, 2025, the City Council reviewed the revised application, the recommendations of the Planning Commission and City staff, and made the following findings: FINDINGS OF FACT: Al. This application was reviewed as Zoning File #LA24-000068. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL No. 7579 mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is guided in the 2020-2040 Community Management Plan for industrial use. A3. The Property is located in the I- industrial Zoning District, which allows a garage condo business as a conditional use. A4. The Property contains 4.88 gross acres in area. A5. The proposal would create 85 condo units within 5 buildings. A6. The Property is located within the MUSA and will be served by city sewer and wafter. A7. The Property is within the Stormwater Quality Overlay District which restricts overall hardcover. The property is located in Tier 5 with a maximum allowed hardcover of 85%. The proposal results in 126,869 sq.ft of hardcover or 75% of the site. A8. The Developer has prepared grading plans to manage stormwater on -site. A9. A Site Plan Analysis was completed and the development of the vacant lot will meet all zoning standards according to the revised plans. A10. The existing public roadway, Orono Industrial Blvd, provides access to the Property. Orono Industrial Blvd will be constructed to complete the Crystal Bay Business Center development improvements. The existing right of way is unimproved and is scheduled to be built to meet city standards. A11. The proposal requires a preliminary and final plat due to the condo plat proposed. The land is not being subdivided. The proposed development is not a subdivision therefore, park dedication fees or Conservation Design Plans are not required. CONDITIONAL USE PERMIT ANALYSIS: The City Council may approve a conditional use permit for garage condo use as long as the following criteria are met: B1. No exterior parking or storage is permitted for a period longer than twenty-four (24) hours. A parking plan must be provided to demonstrate accessibility to the site. The applicant has submitted a proof of parking plan noting parking for each unit and 7 additional possible additional guest parking stalls. The applicant notes that the site does not support outdoor storage or overnight parking. Additionally, the applicant notes in their covenants that no co 00 T- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL outdoor storage will be permitted. This standard it met. B2. The premises shall not be used or customized for residential living purposes or community gatherings or events. The development is within the industrial district which does not support living and dwelling units. The developer's covenant includes prohibition of living/dwelling within units on site as well a prohibition on holding "events". The covenant also defines events. The definition of "events" is included as a listed condition to clarify the use on the site. This condition is met. B3. The premises shall not be used for the operation of a business for retail purposes, including but not limited to automobile repair. This does not prohibit minor maintenance, care, or upkeep of motor vehicles, boats, trailers, or recreational vehicles stored in individual units. Storage and warehousing may be permitted. This condition is met for the proposed development. If any new or more intense uses are contemplated in the future, a review by City staff and approval by the City Council is required. This condition is met. B4.The management, use, and customization of the garage condos, including common areas, and individual units, shall be governed by an association, which association rules shall place adequate controls to ensure compliance with applicable city code. A draft declaration of covenants for management of the development has been provided by the Developer. This condition will be met. This condition is met. B5.The premises shall maintain adequate access to individual units and any common areas or office space for emergency response and snow removal/storage. The developers propose easements for access, drainage, and utilities throughout the common spaces including the drive aisles. A knox box will be placed at the entrance gate for emergency personnel and vehicle access. This condition is met. This condition is met. B6.The premises shall contain sufficient lighting and/or security measures to deter or mitigate criminal activity and ensure adequate access for emergency response.A lighting plan has been provided. The property is also proposed to be fenced and gated. This condition is met. 137. Any individual unit that is connected to the city sewer and water system shall have individual meters. The applicant is proposing individual water and sewer connections to serve building; and each unit will have their own meter. This condition is met. Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 138. Consistent with the community management plan; The proposed use is consistent with the community management plan. The garage condo use is consistent with the intended Industrial use of the site. 139. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed use meets the requirements of the Code within the Industrial District as a Conditional Use. 1310. Adequately served by police, fire, roads, and stormwater management; The site is adequately served by police, fire, roads, and stormwater management. The proposed site has been reviewed by the police, fire and engineering departments and the site meets the development standards to support this application. B11. Provided with an adequate water supply and sewage disposal system; The site is provided with adequate water supply and sewage disposal system for the proposed use. The utilities within the development be privately installed and maintained. The City will have access for utility shut off and emergency services. The developer will be responsible for installation and maintenance of the utility infrastructure. Each unit will be individually metered to follow the CUP standards. 1312. Not expected to generate excessive demand for public services at public cost; A storm pond is proposed. The proposed use is not expected to generate an excessive demand for public services at public cost based on other similar developments' historic operating records. B13. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The proposed use is compatible with the surrounding area and with the other Industrial uses. There are residentially -zoned properties across Old Crystal Bay Road North. This low -intensity industrial use is preferable to the adjacent residential properties as compared other Industrial uses such as manufacturing or uses which may create more noise, pollution or other externalities. B14. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings is consistent with the architectural design standards outlined for the industrial district and the industrial uses. 1315. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings and site are consistent with the surrounding area. B16. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses, This is a conditional use within the Industrial district. It will not impair the use and enjoyment of the properties in the area. The development is proposed to meet the conditions of the district. 00 00 T_ CITY OF ORONO RESOLUTION OF THE CITY COUNCIL IrelyliFg. B17. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The proposed landscape plan includes a variety of plantings on the edge of the property creating screening for the site. The site is surrounded on two sides by industrial parcels, a state highway to the south, and a residential development to the west separated by a 66-foot-wide right-of-way (Old Crystal Bay Road N). The proposed vegetative screening and distance from the adjacent residential developments should provide adequate mitigation from any negative impacts of the site. 818. Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; Access to the site is off of an interior road within the industrial district. The site is designed with fencing and landscaping around the perimeter to buffer any adverse impacts. The applicant states the activity resulting from the Garage Condos will not cause a nuisance, smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, or general unsightliness. 1319. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; The adjoining properties should not experience parking issues or traffic congestion. The proposed use is expected to have significantly less traffic than the generally allowed uses in the Industrial zoning district. The site will support the parking needs generated by the use. 1320. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The site is designed to enhance the natural environment with the stormwater management and planting plans. The site was originally graded when the Crystal Bay Business Center developed was platted in 2007 and has been vacant with no native plantings or natural areas. B21. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; and The lighting for the site is designed to aim downwards and will not cast glare toward public fight -of -way or neighboring residential uses or districts. B22. Not detrimental to the public health, public safety, or general welfare. The proposed use is not detrimental to the public health, public safety, or general welfare and is expected to less impact as a garage condo development than the generally allowed uses within the industrial zoning district. B23. Economic return. The use will provide an economic return to the community and be commensurate with other industrial uses for which the property could feasibly be used. In considering the economic return to the city, the planning commission and city council may give weight to the sociological impact of proposed use, both positive and negative. The use is consistent with the industrial district and other surrounding uses. The site is screened CITY OF ORONO RESOLUTION OF THE CITY COUNCIL and buffered from abutting residential districts. The use of the property will be interior to the buildings with little exterior activity thus limiting negative impacts to the surrounding area. CONCLUSIONS, ORDER AND CONDITIONS: NOW, THEREFORE, BE IT RESOLVED, based upon one or more of the above findings, the Orono City Council hereby grants Preliminary CIC Plat, Conditional Use Permit and Site Plan Approvals allowing the Developer to proceed with a final plat of the Property to allow a garage condo development with a stormwater pond. The preliminary plat (attached as Exhibit B) together with the stormwater grading, site plan, and landscape plan will establish the elevations, drainage swales, and stormwater basins, common element spaces, landscaping and building footprints for the site. Preliminary Plat approval is subject to the following conditions: C1. Approval is subject to Minnehaha Creek Watershed District (hereinafter the "MCWD") approval and permits as required. Final Plat approval shall not be granted until the Developer has provided evidence that all required MCWD permits have been obtained. C2. Approval is subject to drainage, utility and access easement dedications. C3. The Developer shall address all outstanding engineering comments and/or conditions provided by the City Engineer with the Final Plat development plan submittal. C4. The erosion control plan shall adhere to "Best Management Practices for Protecting Water Quality in Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and the MCWD shall be in place before commencing grading and excavation on the site. All such erosion control measures shall be maintained in working order until the site is vegetated and stabilized. C5. Upon evidence of resettlement history, the Developer shall cease all activity and contact the City and the Minnesota State Historic Preservation Office (SHPO) before proceeding. C6. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. C7. Easements Required. 1. Drainage and Utility Easements shall be dedicated to the public on the Final Plat 10' along all exterior property lines, except such easements shall be increased to accommodate drainage where required, subject to City staff approval. 2. A Drainage and Utility easement shall be dedicated to the public on the plat over stormwater pond areas, drainageways, and stormwater facilities. 0 0 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 3. A Utility and Access Easement shall be granted to the City over the common element space which align with the drive aisles on the Property. C8. Development Fees: a. Stormwater and Drainage Trunk Fee: The property will be subject to the 2025 Stormwater and Drainage Trunk Fee of $9,690.00 per acre. The 4.89 acres property is proposed to be developed, therefore $9,690.00 x 4.89 = $47,384.10. b. Water and Sewer Connection Permits: Connection permits will be required for each individual unit (85 units proposed) and will follow the applicable fee schedule. The individual permits and fees will be due when the connection is being installed to each unit with the building permit. c. Met Council Sewer Availability Charge: Due to the size of the buildings and the number/type of proposed connections it is estimated that the development will require 14 SAC units in total according to the Met Council determination letter. Below is the break down for SAC units for each building. The SAC fee will be collected with each building permit. i) Building 1:1 SAC Unit ii) Building 2: 3 SAC Units iii) Building 3: 4 SAC Units iv) Building 4: 4 SAC Units v) Building 5: 2 SAC Units The current fee is $2,485.00 per SAC unit which would result in a total of (14 x $2,485) $34,790.00 required to connect in 2025. d. Water and Sewer Area Connections: The city determined that the units identified by the Met Council should be used to apply the water and sewer area connection charges. The City of Orono does not have a unit breakdown for industrial uses and the regional authority made a determination of use as it compares to single family homes. Following their logic, it is appropriate to apply the same SAC unit determination when applying the water and sewer area connection fees. These fees will be collected with each building permit. The following fees are proposed to be required using the 2025 fee schedule for $4,370.00 water unit and $6,000.00 per sewer unit. (Total $10,370.00 per unit) i) Building 1:1 SAC Unit = $10,370.00 ii) Buildin 2: 3 SAC Units = $ 31,110.00 iii) Building 3: 4 SAC Units = $ 41,480.00 iv) Building 4: 4 SAC Units = $ 41,480,00 v) Building 5_2 SAC Units = $ 20,740.00 In total all 5 buildings will result in 14 SAC units and would require (14 x $10,370.00) $145,180.00 in fees for water and sewer area connection fees. T- a) T- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL C9. Plans and Specifications. The following plans and specifications shall be submitted for review and approval by the City and other appropriate jurisdictions before Final Plat approval, to ensure that the proposed plat will accomplish the intended purposes: 1. Final grading, drainage, and erosion control plan showing existing and proposed contours, anticipated building locations, elevations, stormwater facilities and calculations, utilities and erosion control measures to be used during construction. 2. Final Landscape Plan which shall include planting plans with tree calculations. 3. Final Stormwater Management Plan. 4. Final stormwater pollution prevention plan (SWPPP). 5. Sufficient detail to meet the recommendations of the City Engineer. C10. Council approval is based on the entire record and the above Findings. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. This approval does not limit the City from revising or amending these conditions as the review process continues. C11. Authorities granted by this resolution run with the Property not with the Owners, but are permissive only and must be exercised by filing a Final Plat application within one year of the date of Council approval, or the preliminary plat approvals will expire on that date. C12. Conditional Use Permit Conditions: a. Approval of the CUP will be conditioned upon preliminary and final plat approval. b. All permitting from MCWD and other agencies must be obtained prior to issuance of building permits. c. Any changes to or intensification of the use may trigger additional council review and approval. d. All City Staff comments must be addressed prior to placement on the City Council's agenda for final plat review. e. The hours of operation for the site are set as Gam - 1 Opm 7-days a week. f. The premises shall not be used or customized for residential living purposes or community gatherings or events. Events in this context means: outdoor activities on the property, such as promotional events, gatherings, demonstrations, displays or other activities which affect any easement or use right, obstruct driveways, access roads, or Common Elements. FINAL SUBMITTALS: The Developer shall complete all requirements for Final Plat Approval and all final submittals must be submitted to the Planning Department at least four (4) weeks before the regularly N a) T- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL scheduled Council meeting on the second and fourth Mondays of the month. These submittals are as follows: C1.Record Plat Drawings. Record plat drawings in the form of two draft (2) copies (one copy for the City's records and one for filing with Hennepin County) and one (1) copy reduced to V = 200`. A digital copy is also required. Drawing to include: a. Lot lines platted per preliminary plat survey/drawing by Civil Methods Inc., dated 12-28-2024 attached hereto as Exhibit B, except as modified herein. b. Dedication of "Drainage and Utility Easements" 10' along exterior property lines, and over the stormwater pond, ditches, and facilities. c. Dedication of "Ingress, Egress, Drainage and Utility Easement" over the Common Element space. d. Name of the plat. Record mylar drawing will be due at the time of recording for the CIC. Once the building are substantially completed the mylars will need to be signed and recorded before building final and occupancy of the building approved. C2. Financial Guarantee. The Development Agreement shall include a financial guarantee by the Developer to ensure the completion of site improvements. The Developer shall provide Itemized construction estimates for all development improvements. The City Engineer shall review the estimate of improvement costs, including but not limited to storm sewers, landscaping, grading, erosion control, utilities, roads, and stormwater management facility construction, and the Developer shall provide a financial guarantee in an amount equal to 125% of the improvement costs to the City. C3. Legal documents required: a. Title commitment addressed to the City less than 90 days old. All owners, mortgage holders, or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. b. The Developer must provide certified copies of all recorded easements currently affecting the Property. c. The City Engineer shall establish the amount to be provided in the Letter of Credit. M M r CITY OF ORONO RBSOLUTioN OF THE CITY COUNCIL NO.7579 d. Signed Developers Agreement and Letter of Credit (in the city's format) for construction of improvements. C4. Plat approval fees to be paid: Total due: $47,384.10 a. Stormwater and Drainage Trunk Fee: $47,384.10. C5, Staging: Final platting will go to the City Council with a draft of the final plat mylars. The draft final plat must be approved by the City Council. Before building permits are issued, approval of the draft final plat, recording of the development agreement, and easement much be completed. Final mylars can be record once the building is substantially completed. Building final and Certificate of Occupancy will be held until the Final Plat for the applicable buildings are recorded with Hennepin County. The developers are proposing a constructing Buildings 1 and 2 in 2025. Separate Final Plat approval will be required when Building 3,4, and 5 are proposed to be constructed. C6. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. C7.According to City Code Section 82-116, this Preliminary Plat approval shall be effective for one year, until April 28, 2026. Failure to file a complete final plat application within this period shall be construed as a formal withdrawal of the proposed plat and the terms and conditions of this resolution shall be null and void. The applicant should anticipate the timing of the construction of their project and request any necessary extensions that may be needed. ADOPTED by the Orono City Council on this 2811 day of April, 2025. ATTEST: 0 ' / _r Ch4tine Lusian, City Clerk 10 CITY OF ORONO: 10 44�_ Alisa Benson, Acting Mayor Resolution 7579 Exhibit A 430 Old Crystal Bay Roar{ LEGAL DESCRIPTION That part of Lot 1, Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van ©ale Addition, Hennepin County, Minnesota Per Torrens Certificate No. 15 73287 Lot 1, Block 1, Crystal Bay Business Center, EXCEPT that part embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota. Abstract Property - 9ffSS aue 'i><Yi �Ol 3NN0 MOIILN kl NON SW �� �&11HAAA££NTTNY'ICA+ �SGRyY'Lit'YS.UOA9fhUIRSS amyl ''S1N'1T8e6�RMg RouN3 114IO�1 .awn wAann l oasv.� Fpy �e'una�iw s� ✓lYF �Pu'.1W Y 1JOJJ Y '° ✓aI .�.'J��(fjjd arc VaSF �w nM m' ,AF3 pamT.�� 1 �.edi� ,e .n�ses3�eaas sop s,n svys ✓ — 4ii 1 B m �olY tl ll I I € l A i I II 1 E € r t 1! I I _I ✓ � n t I € e ! i I _ xr E I I I l t I t` �1 V gI I I i I I j E-€ i ram—€ s — -----------___ °xai---�--__ O� � Ul ---1_._---rm�--- _` --------A ? 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Mig ..... ............... _.. rn gp r r N 0 s Nv7d;dvosc]NvlaAsodoad NV Id dUIS sw n7 ao u � — SO(]N00 �Od2fd0 ON060 QLU r ter 1 g 8 i f Z _ Cig �N 8 N r N Z�: SlIVEIG 3dvosclNvl 2w, N4 wl r OLD'. -Td 3ilS NV =Z W9 SOGNOD 3E)VdVE) HIR I I ONO?�0 if (. ) 0 /a « » Reza - - c a- e#p \� )=ZP Gw! , Lu \§\ d LU : - } \: _[� .. \\� NVId NVId 311S �) ( SOCINOO]S"d ON08 !: ! o , , 1311VI90 3dVDSONYII N OM cow— o az e NN"ld 115 J � =9 ' a —} ___ SOflNOO 39V2JVJ ONO,JO a w _ 04 01 e ) d � � $ c m � e � � c � m ¢ LL � g co \ \ C _ _ ® - \ \ 2 R k W { E 2 \ El Q } , > @ \ Q - 2 E C 2 - 4 § / ) » U - / ) ) \ , 2 \ LL \ } ti N DEVELOPMENT CONTRACT (Developer Installed Improvements) ORONO GARAGE CONDOS LLC PROJECT NO. LA24-000068 THIS AGREEMENT ("Contract") is made as of June 11, 2025, by and between CITY OF ORONO, a Minnesota municipal corporation ("City"); and ORONO GARAGE CONDOS LLC, a Minnesota limited liability company ("Developer") REQUEST FOR CIC PLAT APPROVAL. The Developer has asked the City to approve a CIC plat for ORONO GARAGE CONDOMINIUM (referenced in this Agreement as the "Plat"). The land within the Plat (the "Land") contains 4.88 acres and is proposed to be developed in two or more phases with garage condominium units and common elements. The Land is situated in the City of Orono, County of Hennepin, State of Minnesota, and is legally described on the attached EXHIBIT A ("Subject Property"). 2. CONDITIONS OF PLAT APPROVAL. The Plat shall adhere to the purpose and intent of the Orono Community Management Plan, as amended. The City hereby approves the Plat on condition that the Developer enter into this Contract and furnish the security required by it. The Developer must cause the Plat, and each subsequent phase of the Plat, to be duly 2359290 00 N recorded in the offices of the Registrar of Titles and of the County Recorder in and for Hennepin County, Minnesota, and the City will condition the issuance of certificates of occupancy for the units in each final Plat upon proof of recording of the final Plat and compliance with paragraph 25.F. of this Contract. RIGHT TO PROCEED. Within the Land, the Developer may not grade or otherwise disturb the earth, construct streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary "security" (defined below) has been received by the City, and 3) this Contract and the easement instruments required by paragraph 25.E. of this Contract have been recorded with the Hennepin County Recorder's Office and Office of the Registrar of Titles. 4. PHASED DEVELOPMENT. This plat is Phase One of a phased development and consists of two buildings with a total of 35 garage condominium units and common elements. Developer acknowledges that it must obtain final plat approval for subsequent phases of the development. The City may refuse to approve final Plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. PRELIMINARY PLAT STATUS. The City granted preliminary approval for the Plat by Resolution No. 7579 on April 28, 2025. The preliminary plat approval contemplates that the Property will be improved in two or more phases, with a total of five buildings, comprising an aggregate of 85 garage condominium units, and common elements. 6. CHANGES IN OFFICIAL CONTROLS. Prior to April 28, 2027, no amendment to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the Land unless required by state or 2359290 M N federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Agreement with respect to property which did not receive final plat approval prior to any such amendment. 7. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans (collectively, the "Plans"). The Plans shall not be attached to this Agreement. The erosion control plan may also be approved by Minnehaha Creels Watershed District (MCWD). If the Plans vary from the terms of this Agreement, the terms of this Agreement shall control. The Plans are: Plan A -Plat Plan B - Grading, Drainage, and Erosion Control Plan Plan C -Landscape Plan (to include tree preservation and replacement) Plan D - SWPPP Plan Plan E - Final Storm Sewer plans and specifications. 8. IMPROVEMENTS. The Developer shall install and pay for the following as required to be built in accordance with the approved Plans (the "Improvements"): A. Site Grading and Erosion Control B. Surveying and Staking C. Private access and parking improvements D. Stormwater Management Facilities E. Landscaping requirements 2359290 0 N N The Improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances including those concerning erosion and drainage and any prohibiting grading, construction activity, and the use of power equipment. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work as the City may reasonably determine. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer's engineer shall provide for on -site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Improvements and before the "security" is released, the Developer shall supply the City with a complete set of reproducible "as constructed" Plans, and an electronic file of the "as constructed" Plans in an auto CAD file based upon the Hennepin County coordinate system, all prepared in accordance with City standards. 9. IRON MONUMENTS. Not applicable. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: MnDNR for Dewatering 2359290 N N City of Orono for Building Permits MCWD for erosion control permit and storm water management permit General Construction Permit (NPDES: National Pollutant Discharge Elimination System) from MPCA 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors' and subcontractors' responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all Improvements as contemplated by Section 8 and the approved Plans by June 1, 2027. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers, and contractors a license to enter the Land to perform all work and inspections deemed appropriate by the City in conjunction with development of the Land. 14. EROSION CONTROL. Prior to initiating site grading, all required erosion controls shall be implemented by the Developer and inspected and approved by the City. Developer must adhere to Best Management Practices for Protecting Water Quality in Urban Areas and to the approved SWPPP. The City may impose additional erosion control requirements if reasonably required. All areas disturbed by excavation and backfilling operations shall be reseeded within five (5) days after the completion of the work, weather permitting, or in an area that is inactive for more than ten (10) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance 2359290 N N N with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the "security" to pay any costs. No development, utility, or street construction will be allowed and no building permits will be issued unless the Land is in full compliance with the approved erosion control plan. 15. GRADING PLAN. The land within the Plat shall be graded in accordance with the City -approved Grading Plan. The plans shall conform to City of Orono specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits on the lots, the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all improvements are completed according to the approved plan. Notwithstanding the foregoing, the City may issue building permits to the Developer, prior to completion of all grading, provided the City Engineer has determined that adequate erosion control measures are in place. The "as constructed" plan shall include field verified elevations of the following: a) location and elevations along all swales, and ditches; and b) lot comer elevations. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, builders, subcontractors, their agents or 2359290 M N N assigns, at least once per week and more frequently as needed. Prior to any construction on the Land, the Developer shall identify in writing a responsible parry and schedule for erosion control, street cleaning, and street sweeping. 17. CONSTRUCTION AND MAINTENANCE OF IMPROVEMENTS. As part of each phase of development, the Developer shall construct private drive aisles on the Land to provide access to the condominium units within that phase. Before recording the final Plat for each phase of development, the Developer shall provide the City with an appropriately executed declaration, or amendment to declaration, as required by Minnesota Statutes, chapter 515B, providing for the private drive aisles and their maintenance. Such an instrument must be recorded and must provide that the private drive aisles will be maintained to reasonable standards at all times. Upon completion of the Improvements, the City shall inspect the Improvements and notify Developer if any of the Improvements do not conform to the requirements of this Contract. 18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. Developer shall, contemporaneously with the execution of this Contract, maintain an escrow account with the City of $10,000 to cover the cost of engineering fees and construction observation, legal fees, planning fees, administrative expenses and other costs related to this Development. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in the "security." Fees for this service shall be at standard hourly rates. These fees shall be billed monthly. All fees and costs incurred by the City in connection with this Development shall be charged against said escrow 2359290 V N N account which shall remain in effect until the completion of this Development. Any funds remaining in the escrow accounts after the completion of this Development shall be refunded to the Developer. In the event that the escrow account herein is depleted to $5,000.00, Developer agrees that upon request of the City, Developer shall post additional sums of money to replenish the accounts to their original balance to cover projected City costs as determined by the City. Developer agrees that the escrow account shall always have a balance of no less than $1,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. Developer shall pay all fees relating to the Development including, but not limited to, legal, engineering, planning, and recording fees. 19. CLAIMS. In the event that the City receives claims from labor, material, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, material, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the "security" in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the funds deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 20. STORM WATER AND DRAINAGE TRUNK FEE. The Land is not subject to the standard Storm Water and Drainage Trunk Fee. The fee was paid with the 2007 Crystal Bay Business Center and was reviewed by the City Council under Resolution 7595 21. WATER AND SEWER AREA CONNECTION FEES. The city determined that the units identified by the Met Council should be used to apply the water and sewer area 2359290 N N connection charges. These fees will be collected with each building permit. The following fees are proposed to be required using the 2025 fee schedule for $4,370.00 water unit and $6,000.00 per sewer unit. (Total $10,370.00 per unit) 1. Building 1:1 SAC Unit = $10,370.00 2. Building 2: 3 SAC Units = $ 31,110.00 3. Building 3: 4 SAC Units = $ 41,480.00 4. Building 4: 4 SAC Units = $ 41,480.00 5. Building 5: 2 SAC Units = $ 20,740.00 In total all 5 buildings will result in 14 SAC units and would require (14 x $10,370.00) $145,180.00 in fees for water and sewer area connection fees. Developer agrees that to pay SAC charges at the rate in effect as of the date the building permits are issued. 22. [not used] 23. PARK DEDICATION FEE. Not applicable. 24. LANDSCAPING. All landscaping shall be installed in accordance with the approved landscape and restoration plan prior to release of any security. The construction limits shall be clearly marked with adequate fencing and signage around trees to prevent any construction damage or disturbance of any trees and vegetation outside of the construction area. 25. SPECIAL PROVISIONS. The following special provisions shall apply to development of the Land: A. Implementation of and adherence to the findings and conditions listed in Resolution 7579 Granting Preliminary Approval for a CIC Plat, Conditional Use Permit and Site Plan Approval for Garage Condo Development (File No. LA24-000068) dated April 28, 2025 and in Resolution 7586, Granting Final Plat Approval of the Common Interest Community Plat: "Orono Garage Condominium " CIC Plat Phase 1: Buildings 1 and 2 (File No. LA 24-000068) dated May 12, 2025. 2359290 (a N N B. [not applicable] C. Final Plat approval is subject to Minnehaha Creek Watershed District CMCWD") approval and permits as required. The City will not issue a building permit until the MCWD has approved the stormwater management plans and the Developer has provided evidence that all required MCWD permits have been obtained. D. Implementation of and adherence to the MCWD comments and recommendations dated June 3rd, 2025. E. The Developer must grant to the City easements for drainage and utility purposes and for drainage, utility and ponding purposes as required by Resolution No. 7579, in a form reasonably acceptable to the City's attorney, and the easement instruments must be recorded in the offices of the Hennepin County Registrar of Titles and Hennepin County Recorder. F. For each phase of the Plat, the Developer must grant to the City an easement for access purposes over the common elements as required by Resolution No. 7579, in a form reasonably acceptable to the City's attorney. The easement instrument must be recorded immediately after recording of the final Plat for each phase of the development. G. The Developer shall pay to the City Engineer the amounts incurred for City base map upgrading. H. The Developer shall submit the final Plat in electronic format. The Plat shall be created using Hennepin County Coordinates. The electronic format shall be Auto CAD file. The Developer shall also submit two complete sets of the Plat on Mylar (one copy for the City's records and one copy for recording with Hennepin County). The Developer shall also provide one copy printed to fit on 11"xl7" Mylar. 2359290 ti N N 26. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of the costs of all Improvements and construction of all Improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto as EXHIBIT B (the "security"), from a bank for 125% of the cost of the Improvements, including any required landscaping. The amount of the security shall be $100,580.19. The amount of the security includes all of the security requirements set forth in this Contract, and was calculated as follows: CONSTRUCTION COSTS Grading and Erosion Control $ 7,264.15 Storm Sewer/Storm Water $31,500.00 Streets $ 0.00 Sewer $ 0.00 Landscaping- $41 700 00 Total $80,464.15 TOTAL SECURITIES (Total Costs x 125%) $100,580.19 The bank shall be subject to the approval of the City Administrator. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The City may draw down the security, upon five (5) business days' prior written notice to Developer, for any violation of the terms of this Contract. Amounts drawn shall not exceed the amounts necessary to cure the default. If the Improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have 2359290 00 N N been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer, and approved by City's Engineer, shall be retained as security until all Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" Plans have been received by the City, a warranty security is provided, and the public Improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. 27. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements and fees due under this Contract, which must be paid in cash at the time of final plat approval: Engineering, City Administration (escrow) $10,000.00 Park Dedication Fee $0.00 Total Cash Requirements & Fees $10,000.00 28. WARRANTY. The Developer warrants all Improvements against poor material and faulty workmanship. The warranty period for streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by the City Council. The one-year warranty period on streets shall commence after the final wear course has been installed and accepted by the City Council as documented in official City minutes. The Developer shall post a maintenance bond, letter of credit or cash deposit (the "Maintenance Security") in an amount reasonably detemlined by the City Engineer. The City Engineer shall examine the condition of the Improvements when determining the amount of the Maintenance Security. The City shall retain ten percent (10%) of the security until the Maintenance Security is furnished the City or until the warranty period expires, whichever first 2359290 M N N occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities and street construction identify the procedures for final acceptance of streets and utilities. 29. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Land, including but not limited to Minnehaha Creels Watershed District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Land. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Plat approval and development of the Land. The Developer shall defend and indemnify the City and its officers, employees, and agents against any claims or lawsuits of any kind or arising out of or related to the Plat, including all approvals and permits issued as a result of the Plat, and for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for reasonable costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is an obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the Land, or any part of it. 2359290 0 M N E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt development and construction of the Land until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges as required by City ordinance or via other agencies for which City acts as agent may be imposed such as, but not limited to, connection charges and building permit fees. 30. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the Land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part against any portion of the Land owned by the Developer or any successor in interest to the Developer. 31. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work, on the 2359290 T_ M N Land until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City or Developer under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including those for lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Contract. E. If building permits are issued prior to the completion of all Improvements, the Developer assumes all liability and costs resulting in delays in completion of Improvements and damage to Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. F. In addition to the charges referenced to herein, other charges may be imposed such as, but not limited to, building permit fees. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the Land and may be recorded against the Land. The Developer covenants with the City, its successors and assigns, that the Developer is well -seized in fee title of the Land and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the Land; that there are no unrecorded interests in the 2359290 N M N Land; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Each right, power, or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power, or remedy. J. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and effect even if the Developer sells one or more units in the Plat, the Land, or any part of it. Upon request, the City shall provide, in recordable form, a release of any unit in the Plat fiom this Development Contract if the City determines that the terms and conditions of this Contract have been satisfied. K. Developer shall be responsible for all snow removal from the Land to the extent that City Ordinance requires snow removal. Developer shall be responsible for ensuring that the Land complies with the City's Code regarding nuisances. L. The Developer shall take out and maintain until City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work, or the work of its subcontractors or by one directly or indirectly employed by any of them as provided in form attached hereto as EXHIBIT C. M. Orono Industrial Blvd. is currently under construction. Developer acknowledges and agrees that City may refuse to issue building permits that require access to the Property via 2359290 M M N Orono Industrial Blvd. until grading and one lift of asphalt has been installed on Orono Industrial Blvd. N. City permits are required for all retaining walls. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls required to be constructed by the Plans, or special conditions referred to in this Contract, shall be constructed before any Certificate of Occupancy is issued for a lot on which a retaining wall is required to be built. 32. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 5840 Club Valley Road, Shorewood MN 55331. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Orono City Hall, 2750 Kelley Parkway, Orono, Minnesota 55356. Either party may change the address to which notices to such party thereafter shall be given, by providing to the other party notice of such change. 31. RELEASE. At the request of the Developer, upon expiration of warranties, completion and satisfaction of requirements of the Contract, as determined by the City, the City will execute a recordable certificate of completion confirming such completion and release of the Land from provisions of this Contract relating thereto. The Developer may request partial release of the Contract. The City, when the Developer requests such a release, may require as a 2359290 le M N condition thereof that the Developer memorialize any remaining unsatisfied obligations hereunder pursuant to a recorded declaration or an amendment to a previously recorded declaration. [Remainder of Page Intentionally Left Blank] 2359290 L0 M N Signature Page -- City CITY OF ORONO By: L Bob Tunheim Its Mayor By Adam Edwards Its City Administrator STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this / Z day of 2025, by Bob Tunheim and Adam Edwards, the Mayor and City Administrator, respectively, of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. - + o JASON TANO MEJIA NOTARY PUBLIC - MINNESOTA otary Public MY COMMISSION EXPIRES 01/31/2030 DRAFTED BY: Campbell Knutson Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: (651) 452-5000 SMM/CAH 2359290 M Signature Page — Developer DEVELOPER: ORONO GARAGE CONDOS LLC Its STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of L) 2025, by Rod -f4 ,- , the -I of Orono Garage Condos LLC, a Minnesota limited 1 ability company, on behalf of the company. ° +`�, JASON TANO MEJIA NOTARY PUBLIC • MINNESOTA $°+,,, ,,,�d+' MY COMMISSION EXPIRES 01/31/2030 2359290 taffy Public I, - OF) N EXHIBIT A to DEVELOPMENT CONTRACT Legal Description of Land Tract 1 (Torrens): That part of Lot 1, Block 1, CRYSTAL BAY BUSINESS CENTER, embraced within Lot 4, Block 1, VAN DALE ADDITION, Hennepin County, Minnesota. Tract 2 (Abstract): Lot 1, Block 1, CRYSTAL BAY BUSINESS CENTER, EXCEPT that part embraced within Lot 4, Block 1, VAN DALE ADDITION, Hennepin County, Minnesota. 2359290 AGENDA ITEM Date: November 10, 2025 Item: 18 Title: LA25-000041, 850 Windjammer Lane, Average Lakeshore Setback Variance - Resolution 7637 Presenter: Melanie Curtis, Planner Section: Consent Agenda Purpose: This application contemplates an average lakeshore setback variance to construct a new home on the property. 2. MN§15.99 Application Deadline: The application was submitted and considered complete on September 17, 2025. The 60-day review timeline expires on November 16, 2025. 3. Background: The applicant requests an average lakeshore setback variance to construct a new home in the same general location as the existing home, while eliminating the existing lake setback encroachments and improving the average lakeshore setback. A comparison plan was provided illustrating the proposed home location with the setback improvements. An aerial photo was presented to the Planning Commission along with site photos provided by the applicant. For a full background and variance analysis, please review the Planning Report attached as Exhibit D. 4. Planning Commission Vote and Comment: The Planning Commission held a public hearing on October 20th and, after reviewing the project, voted 6 -1 in favor of recommending approval as applied. The dissenting Commissioner commented that they appreciated the setback improvements but could not support the variance because a conforming building envelope exists on the property. To review the full discussion, please refer to the meeting video. 5. Public Comment: Comments in support of the application were received, including the immediately affected neighbors. We also received one comment opposing the variance. The public comments are attached as Exhibit E. 6. Staff Recommendation: Staff recommends approval. COUNCIL ACTION REQUESTED The Council should consider a motion to approve the variance as applied. A draft approval resolution (Exhibit A) is attached for consideration. Exhibits A. Draft Resolution 7637 B. Plans and Elevations C. Draft PC Min 238 D. Planning Report E. Neighbor Comments 239 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7637 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 6.12.6240 FILE NO. LA25-000041 WHEREAS, on September 17, 2025, on behalf of the property owners, Wyatt Pannhoff and Nicole Pannhoff, Stonewood LLC ("Applicant"), applied for a variance from the City Code for the property addressed 850 Windjammer Lane, and legally described as: Lot 6, Block 1, Pirates Cove, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS, the Applicant has made an application to the City of Orono for a variance to Orono Municipal Zoning Code Section 6.12.6240 to allow construction of a new home within the average lakeshore setback; and WHEREAS, on October 20, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on October 20, 2025, the Planning Commission voted 6 in favor and 1 opposed a motion to recommend approval of the variance as applied; and WHEREAS, on November 10, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota, hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: Al. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above -mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is located in the LR-1 B, One -Family Lakeshore Residential Zoning District. 240 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7637 A3. The Property contains 1.0 acres in area and has a defined lot width of 160 feet at the OHWL and at the 75-foot setback. A4. The Property is within Tier 1, and hardcover is limited to 25% according to the Stormwater Quality Overlay District. A5. The Applicant has applied for the following: a. Average Lakeshore Setback Variance A6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety, and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS: B1. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance ...." The proposed variance is in harmony with the purpose of the Ordinance. The Property includes difficulties in the topography, existing vegetation, the existing conditions, and the deep lake setbacks of the neighboring homes in relation to the subject. The average lakeshore setback variance requested will improve lake views from the northern neighbor and will not further impact views of the lake for adjacent properties. B2. "Variances shall only be permitted ... when the variances are consistent with the comprehensive plan." The proposed variance to construct a new home in a similar but improved location as the existing home, also resulting in an improved lake setback, is consistent with the comprehensive plan. B3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The request to permit the construction of the new home within the average lakeshore setback appears to be reasonable, considering the topography of the lot, the location of the existing home, the setback of the neighboring homes, and the existing mature woods/vegetative screening. The request is reasonable. 241 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7637 b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The location of the existing home is nonconforming, the proposed home location will not adversely impact the neighbors' existing lake views, and will maintain consistency with the neighborhood. The proposed home improves the lake setback and the views of the lake for the most impacted neighbor (to the north). The proposal will allow maintenance of the existing vegetation on the slope. The circumstances are unique to the Property; and c. The variance, if granted, will not alter the essential character of the locality." The variance is requested to permit the construction of the home and will minimize impacts on the lake. The location will not impact the neighbors' views of the lake and will fit the character of the neighborhood according to the submitted information. B4. "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. B5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78." This condition is not applicable. B6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as a residential home is an allowed use in the LR-1 B District. B7. "The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling." This condition is not applicable. B8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The steep, wooded slope on the street side of the existing home, combined with the home's proximity and orientation to the lakeshore and the deep setbacks of the adjacent homes, creates difficulties in improving the Property consistent with the homes in their neighborhood. B9. "The conditions do not apply generally to other land or structures in the district in which the land is located." The unique topography, the steep, wooded slope, the location of the existing improvements, and the extreme setbacks of the adjacent homes to the lake create difficulties for the owners. a, PA CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7637 B10."The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." The owners assert that granting the variance is necessary for the preservation of their property rights. B11."The granting of the proposed variance will not in any way impair health, safety, comfort, or morals, or in any other respect be contrary to the intent of this chapter." Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. B12."The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The applicant asserts that the requested variance is necessary and does not merely serve as a convenience to the owners. CONCLUSIONS, ORDER, AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 6.12.6240 to allow construction of a new home 114 feet from the lake on the north, and 79 feet from the lake on the south within the average lakeshore setback, subject to the following conditions: C1.Council approval is based on the entire record, above Findings. C2.The approved project shall conform to the survey dated September 17, 2025, and building plans submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibits A & B. C3.Any amendments to the plans that do not conform to City codes may require additional review by the Planning Commission and City Council. C4.Authorities granted by this resolution run with the Property, not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit must be obtained within one year of the date of Council approval, or the variance will expire on that date (November 10, 2026). 243 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7637 C5.Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 10th day of November, 2025. 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Nf�v v�ea = ��OHNN`dd�z Y r5 p o3�„ �_ Q G N ANN op d'9 a.2'��O°� _Goo llb'1JN 183lOJIN '=^co s��85�m a a - 572F: Y:Br 250 �iW W 1�1ix W o Y Q Np�jN E ZL:9L ZL:4L ZL 9l I I I I I ZL:4 I I Il 4l Z 3 a E z1:a ZL:zl 0v I I zL:zL z,:z� II II II II II IfJ------------- - - - -- - — II II I II II I II E II Z� z II I II II U:9 U:9 II II I I II I II I Z` Z I II II I I II IL - 0 o�m�zw�" b9£SS NW 'ONONO NI N3WWtlfONIM OS? Nf�v r5 p v�ea = ��OHNN`dd�z � g Q QpoF°o3�� _ Z llb'1JN 183lOJIN - -Goo 572F:Y":Br 251 N U) N LEGAL DESCRIPTION: Lot 6, Block 19 PIRATES COVE, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. 2. Showing the location of observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the corners of the property. 4. This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that would be revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the ones shown hereon. 5. Note that all building dimensions and building tie dimensions to the property lines, are taken from the siding and or stucco of the building. 6. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 7. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as you, your architect, or the builder are. Review our proposed location of the improvements and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. STANDARD SYMBOLS & CONVENTIONS: " 0 " Denotes iron survey marker, set, unless otherwise noted. LEGEND EXIS77NG CONTOUR EXIS77NG SPOT ELEVA 77ON PROPOSED CONTOUR PROPOSED SPOT ELEVA 77ON DRAINAGE ARROW - FLOW ---965-- X 965.5 965 SILT FENCE/B/O ROLL SF TREE REMOVAL DATE REVISION DESCRIPTION Windjammer GRADING & EROSION CONTROL NOTES: BEFORE DEMOLITION AND GRADING BEGIN • Install silt fence/bio roll around the perimeter of the construction area. • Sediment control measures must remain in place until final stabilization has been established and then shall be removed. Sediment controls may be removed to accommodate short term construction activity but must be replaced before the next rain. • Inlet protection for all storm sewer inlets downstream of the site within one block or as directed by the City. Inlet protection shall also be provided on all proposed storm sewer inlets immediately following construction of the inlet. Inlet protection must be installed in a manner that will not impound water for extended periods of time or in a manner that presents a hazard to vehicular or pedestrian traffic. DURING CONSTRUCTION: • Soil compaction shall be minimized; areas of compacted soil will be removed or loosened via tilling to a depth of no less than 6-inches. • When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff and if the piles or other disturbed areas are to remain in place for more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. • A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution Control Agency requirements. • Site shall be kept clean at all times and refuse properly controlled. • A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with MPCA requirements. SETBACK LINE-- (TYP. LINE WORK) • No concrete washout shall occur on site unless it is done with an approved Minnesota Pollution Control Agency (MPCA) device or standard. • The contractor shall inspect on a weekly basis and after any rainfall greater than 1" all erosion control devices and make any repairs immediately. An inspection log shall be kept on site detailing these inspections and repairs preformed. • The street will be swept clean before the end of each day of active construction, when sediment is tracked into the street. • If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas. • Moisture shall be applied to disturbed areas to control dust as needed. • Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained. • Temporary pumping shall not be permitted without the use of an approved Minnesota Pollution Control Agency (MPCA) device or standard. • All exposed soil areas will be stabilized as soon as practical. Unworked soils that remain exposed and not in use for longer than 14 days will be covered with temporary seed (grass, oats, or wheat) • Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch. • Areas with slopes greater than 3 to 1 and areas next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other means as soon as practical. Found 1/2" 3' 4.4 � 71.4 .a365 56 954�- 2.1 14 X 460,4 . - - - 768 \ I I I M 9s3: .951 co ^ :�h 59. 1•, / 1 I I /. I I Jjri WaY . 61,4 / / 55,- L/ K'0�0 - ane 984.5 1 4.0 Benchmark: o 0 b East rim MH 985.8 Q v 83 SITE CONSTRUCTION ENTRANCE. INSTALL ---' TRACKINGPADS (OR APPROVED EQUAL) PER 9sa. MANUFACTURES SPECIFICATIONS MAINTAIN PER MANUFACTURERS GUIDELINES. 984,10 II / .: • .. in 1 1 / I o,. r •..,�.:'•.E6CIS ,.I••: 8,7• / �/ / �/ /.:1•,•}: �O..X.•::''4'. ••1.1 rn X P73,3/ )�'96/0. 97 l / / l t / l , l / / /, ; . `,�':.., /•. 949 QRC/y X �J77,3 1 / / / / �SC 964.8 j l /^/9 .c llozII/ / l 954 2- Y ':.: r: X 49.8 ^� 1 -ci ap IN"J I X �J72,5/ r • Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins and additional silt fencing as deemed necessary to control erosion. SITE WORK COMPLETION: • When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per City of Orono requirements to insure that grading was properly done. • When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for steep areas. • When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean. • Contractor shall maintain positive drainage of a minimum 2% slope away from proposed building. A VERAGE LAKESHORE SETBACK- - y i 1 50,E -; 9 l,s --INSTALL SIL T FENCE 9S1 ' / 1.3 \ I 9500 X 950.5 CU SF �' 950.5 X 9 ��O,G �/ i' 949,7 •8 0.2 X 3 FD W'.41 A�4` / X 949. 33.2 i I I l l / : •,•; :' '/.,.a�te;• _ PROPOSED j \ '0 8� ' 97I .6 I 'i rn rn rn rn rn o) Co (lot) / / ol // 961/1 //CP �l /7- -i 1 _X_7`6n9 0'1(7 P /_ � .2I I I / / / / " /l / / / /" /7! �� ,'' �// COi/'' 9 �j 1918�\ Otjj/__- lw l l l l / / / /� / / �ih h / ^> `^j• , 949 8 \ r y�, 950•3 a. x a np A�954.8tw 951.2b w ,�951.1 tw ' 947.7b w ,,-947.6tw n_ - 943.5b w 95 .4/ X'915 8 X;48.3 / LL_ i X 949.7 X 47,2 9�.9 449.1 / �� •l� / / p�j /46,1 929.0 9/ ---- =--PROPOSED aas, 946.0 RETAINING WALL 945�,5, / (� X8'//i ���/ _U `I /\ / / / l / / // ' / / /� oh / , .38 T �9¢3.54�� N / j---INSTALL 9 ,' / l / / .9 A� O x�o ea as,6 X �`�c,�s.7 SILT FENCE 914, 64 / �/ / / / �/ / / N� 5 h/ V / 947,8 / / / �' / // ✓ ///i YO \% SI l , / , h' 48, 47, �\\ 948 l�l JJ 94 946,3 Jk.461 S ��4,7 943. (j _„'VVV �Exi / Sf / / // 929,2 96819 ? / , 3S• O 1 .3Q?$ srw 9 .4, X 945-44.1 946.4 `945.5 946 �'k6,4 _ X 9 4 943.5 / / - X 942.8 4E�. _, -�- - 945.2 942,8 ; ' y R i �l � tag _ - 0� 942.a 9 / , / 929.2 I _� 9 e � �"_942- X 9`9 .2� - - 9 ,2 �48.5 rOy�/ 4, ? \ 942, `fro/ " \ X 941.7 929,3 ath _ 9aa.o°� 9 s 9, 94i ��\ sz X9y1s3�/� 5� [� g41 / _ 948 °, ohs oh o' _ lJ" I 94 > - / eo0q / INSTALL SIL T FENCE--� c.�o R�or 941.1 PROPOSED ELEVATIONS 939, 0.1 / � / FIRST FLOOR (SUB -FLOOR) = 955.17 TOP OF FOUNDATION = 954.71 * BASEMENT FLOOR = 944.00 / GARAGE FLOOR = 954.20 / / (*TOP OF FOUNDATION VARIES, SEE ARCHITECTURAL PLANS) DRAWING ORIENTATION & SCALE I CLIENT NAME / JOB ADDRESS N 1 INCH = 20 FEET STONEWOOD, LLC 850 WINDJAMMER LANE OR ONO, A N Advance Surveying & Engineering, Co. 18202 Minnetonka Boulevard, Suite 401 Deephaven, Minnesota 55391 Phone (952) 474-7964 Web: www.advsur.com I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED LAND SURVEYOR UNDER THE W OF THE S AT F MIN ESOTA. Thomas M. Bloom # 42379 LICENSE NO. SEPTEMBER 17, 2025 DATE SURVEYED DATE: APRIL 15, 2025 DRAFTED DATE: SEPTEMBER 17, 2025 SHEET TITLE PROPOSED SURVEY DRAWING NUMBER 250676 JR SHEET SIZE 22 X 34 SHEET NO. S1 SHEET 1 OF 1 WINDJAM RON01 PPLI f LAKE STREET DESIGN C2. 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.lakestreet.design TEAM: Arch. Designer: Int. Designer: xx PM: xx CONTRACTOR: SW 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.stonewood.com THIS DRAWING IS THE SOLE PROPERTY OF LAKE STREET DESIGN CO. AND IS ONLY TO BE USED FOR THE PROJECT & SITE IDENTIFIED HEREIN. IT IS NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM LAKE STREET DESIGN CO. Iq M ' Lf) z o z z° O zz � J Q Lu w o� Q Lu .. o z O �� z U o w — 0 Ln V Jz Q00 SHEET LIST Al EXISTING SURVEY A2 PROP. SITE PLAN A3 TREE PLAN A4 LOWER LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEV. A8 EXTERIOR ELEV. A9 BUILDING SECTIONS ORIGINATION DATE 9/16/2025 REVISION DATE TITLE SHEET SHEET NO. Tl PANNHOFF 253 43'-4 1 /2" ------------------------------------- ff ------------------------------------ I I I I I SLAB ON GRADE I I I I I I I I I I I I I I I I I LIVING AREA 1663 SQ FT 34'-9" I I L----------------------------------- J 10'-3" 19'-9" — — — — — — — — — — — — — — — — — — — — — r--------------------- I I I II I ,_-- I II I I II I II I II 11 1 EGRESS WE LIL I I I I II II I I II L!------I -I ------------------� L- r -------------- BATH N BED 1 UNFINISHED 1 C SET STORAGE HALL 1 III C M 1 TV uP 71 1 III ILI NOOK 1 1 1 FAMILY ® Hl BATH MECH. L— — — — — — — — II I I I I I N NLl 8'-7 1 /2" 73'41 /2" E2 A7 HALL CLOSE I CLOSET 13'-9 1 /4" BED 0 4 SNACK BAR 13'-9 1 /4" HALL 1 PROPOSED LOWER LEVEL FLOOR PLAN 1/4 IN = 1 FT E3 A8 CD CD 20 y f H LAKE STREET DESIGN C2. 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.lakestreet.design TEAM: Arch. Designer: Int. Designer: xx PM: xx CONTRACTOR: SWId 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.stonewood.com THIS DRAWING IS THE SOLE PROPERTY OF LAKE STREET DESIGN CO. AND IS ONLY TO BE USED FOR THE PROJECT & SITE IDENTIFIED HEREIN. IT IS NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM LAKE STREET DESIGN CO. M Lli z z z° O zz � J Lu w 2 Q Lu .. o z O �� z U o w — 0 Ln V Jz Q00 SHEET LIST Al EXISTING SURVEY A2 PROP. SITE PLAN A3 TREE PLAN A4 LOWER LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEV. A8 EXTERIOR ELEV. A9 BUILDING SECTIONS ORIGINATION DATE 9/16/2025 REVISION DATE F- LOWER LEVEL FLOOR PLAN SHEET NO. A4 PANNHOFF 254 ti M 0 ih N Cl) L_ J L- 35' 35' 73'-7 1 /2" E4 A8 6'-1 " 10'-4 1/2 " LANDSCAPED EGRESS WELL 9'-10 1/2" OFFICE FRONT PORCH I / FOYER r—T-4" _ [7 A L 0 o M LIVING O O O Co IIIIII � I IIIIII IIIIII II N I , PANTRY o0 3'-6" 00 _ 8'-41/2" -- 1 —T TN I I ---- IIC? 040 II1 i POWD p-- ----- --- T ---T---------- ------ 11 IREF I r—r--�—T--�-- BENCH W/ HOOKS I J L CLOSE ' o Ld MUDROOM II HALL OWNERS BED N q CLOSET Ll CLOSEN 16'-0" 4'-3 1 /2" 6'-6" 4'-6 1 /2" o o 8'-4 1 /2" N LAUNDRY OWNERS VESTIBULE OWNERS BATH CLOSET co i i - cD C. Cl)tr:�3 3/4" F\ 1 O 6'-8" LIVING AREA 1967 SQ FT YA'E*2'% A7 7'-2 1 /2" 7'-0 1 /2" 6'-1 3/4" 9'-10 1 /4" N PATIO CD Zo E3 _ S1 qg A9 W / PROPOSED MAIN LEVEL FLOOR PLAN 1/4 IN = 1 FT 20 y f H LAKE STREET DESIGN C2. 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.lakestreet.design TEAM: Arch. Designer: Int. Designer: xx PM: xx CONTRACTOR: SW 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.stonewood.com THIS DRAWING IS THE SOLE PROPERTY OF LAKE STREET DESIGN CO. AND IS ONLY TO BE USED FOR THE PROJECT & SITE IDENTIFIED HEREIN. IT IS NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM LAKE STREET DESIGN CO. Iq (10 z O z z° O zz J Lu W G Lu .. Q zLu 0 z U o w 0 Ln Jz V Q QD SHEET LIST Al EXISTING SURVEY A2 PROP. SITE PLAN A3 TREE PLAN A4 LOWER LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEV. A8 EXTERIOR ELEV. A9 BUILDING SECTIONS ORIGINATION DATE 9/16/2025 REVISION DATE MAIN LEVEL FLOOR PLAN SHEET NO. A5 PANNHOFF 255 LAKE STREET DESIGN CO. N_ I I I I I I I I I I I I I rF — — — II I N II 6 : 12 II N N N r N I � I N I I ILn Ln 6 : 12 SHED DORMER II I II I — — — — I 6 : 12 I I I� II II II IIN N N � II � II II I II I II II II II II II II II Fr II II II II �L- - _ - N - - - -J N II � II co II II ROOF PLAN 6 1/4 IN = 1 FT 20 s 14 : 12 14 : 1204 12LL od SHED N N N N N 256 1, AJ71/4 IN = 1 FT f LAKE STREET DESIGN C2. 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.lakestreet.design TEAM: Arch. Designer: Int. Designer: xx PM: xx CONTRACTOR: SW11110 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.stonewood.com THIS DRAWING IS THE SOLE PROPERTY OF LAKE STREET DESIGN CO. AND IS ONLY TO BE USED FOR THE PROJECT & SITE IDENTIFIED HEREIN. IT IS NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM LAKE STREET DESIGN CO. Iq M ' Lf) z o z z° O zz � J Q Lu w o� Q Lu .. o z O �� z U o w — 0 Ln V Jz Q00 SHEET LIST Al EXISTING SURVEY A2 PROP. SITE PLAN A3 TREE PLAN A4 LOWER LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEV. A8 EXTERIOR ELEV. A9 BUILDING SECTIONS ORIGINATION DATE 9/16/2025 REVISION DATE EXTERIOR ELEV. SHEET NO. A7 PANNHOFF 257 f LAKE STREET DESIGN C�. 12 �14 14� 6 12 12 14� 14 SCRE SCREEN Ln Ln EXTERIOR ELEVATION - EAST 1/4IN=1FT � ao=F-1 SCREEN SCREEN SCREEN ®1171E] El=®� 1212 12 �14 Al EXISTING SURVEY 12 A3 TREE PLAN 1412 6L=u uu� EXTERIOR ELEVATION - NORTH 1/4 IN = 1 FT 258 ci 0 V BUILDING SECTION - LOOKING NORTH 1/4 IN = 1 FT TYP. CONSTRUCTION TYP. EXTERIOR WALL - SIDING - (HARDIE OR SIMILAR) - GRADE DID BUILDING PAPER - 1/2" PLYWOOD SHEATHING - 2x6 FRAMING @ 16" O.C. - 2" MIN. CLOSED CELL SPF INSUL. - R-13 FIBERGLASS BATT INSUL. - 1 /2" GYP BOARD TYP. FOUNDATION WALL - 2" INSULATION & WATERPROOFING SYSTEM - C.I.P. CONCRETE WALLS - 2x4 FURRED WALL - R-5 INSULATION - 1 /2" GYP. BOARD TYP. ROOF -ASPHALT SHINGLES OR STANDING SEAM METAL ROOFING PER PLAN - FELT PAPER - ICE & WATER SHIELD MIN U FROM EAVES - 5/8 PLYWOOD ROOF DECKING - ROOF FRAMING - MIN R-49 INSULATION - SEE SPEC - 5/8" GYP. BOARD TYP. TRUSS FLOOR - FINISHED FLOOR - 3/4" T&G PLYWOOD SUBFLOOR - FLOOR TRUSSES PER MFR. - SPF INSULATION @ RIM - 5/8" GYP BOARD LOWER LEVEL SLAB & GARAGE FLOOR - 4" POURED CONCRETE SLAB - 2" RIGID INSULATION - POLY VAPOR BARRIER - MIN. 4" GRANULAR BED f LAKE STREET DESIGN C2. 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.lakestreet.design TEAM: Arch. Designer: Int. Designer: xx PM: xx CONTRACTOR: SW11110 153 Lake Street East Wayzata, MN 55391 O: 612.462.4000 www.stonewood.com THIS DRAWING IS THE SOLE PROPERTY OF LAKE STREET DESIGN CO. AND IS ONLY TO BE USED FOR THE PROJECT & SITE IDENTIFIED HEREIN. IT IS NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM LAKE STREET DESIGN CO. Iq M ' Ln z o z z° O zz � J Lu W C Q Lu .. o zLu 0 z U o w 0 � V Jz Q00 SHEET LIST Al EXISTING SURVEY A2 PROP. SITE PLAN A3 TREE PLAN A4 LOWER LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEV. A8 EXTERIOR ELEV. A9 BUILDING SECTIONS ORIGINATION DATE 9/16/2025 REVISION DATE BUILDING SECTIONS SHEET NO. A9 PANNHOFF 259 � .i 41 pw .,., ",.j Vk 3 '. .. -f_.. _ply _- F. - ••� V � 17 No IN OR NI �■ �, i s ` -:.- .r _ -.,r-•`i,l� r fry ",+`••' -� ., .. �yy�,,. .ri� ��2. I '-�;ti �'' S:�if:. Sia 'Ll 4 We! 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' ' , 'r.l ti r_riil ' �r4� .. •kl i J4� r W� - Kl.(, 1; _ ':,y v �'U' �} y ••(1 :.� ;yam, "�,,. .�•'� }, 1x_y i' •v y r :.� •i 'r`-.. t` j. iry ^r rf 1'F.� 4 : b, av S, a=-.. r - ' r- ��i ! `t/• Tyf.' i' % • > , i%� 'Y. !' :•,� . '� _ ,t�y� �l � r .'''� 'f' f f' S r' .�. y ti� `t .`.� 1•°0. '�^. � �� � .Y �: ' w ' ,{_'r, /' err.. ,.' S r yam' . 1--�' � ,,�: �.,� Y����/y �, , � ~� „T"•%�r. !�7iCr . 'i' _ � �1 � r-. i.�'�4. � "� "'�' �. <. �'�� `:: � �3r � � C,� _ �.-, 4` �: �' � 6 i,•�`"r<l -v',� "` } •7 1����f � •"'� �4 {'�J, .'� '"1•l.s��rJ' � .r, .n .y�, � '���... ^ Ya.. `a'! �� ' � � X. yat :r� `� � y , ..r' .r � i L'� .. � _. .. if . c� , , : (• .i'- _A'I- i .�% �'w KJ.. e � . ^t- •�.�.. - .. '`;. � .l �` ;!. . 7 .(,. . /` r � ..a � w �� - ._'�+� �� �� �.�' .. � }�, _ e :G C N 00 N t0 Minutes Planning Commission Regular Meeting Monday, October 20, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 5.1. LA25-000041, STONEWOOD LLC O/B/O WYATT & NICOLE PANNHOFF, 850 WINDJAMMERLANE, ALS VARIANCE The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve an Average Lakeshore Setback variance to construct a new home in place of an existing home. The proposed home improves the lakeshore setbacks while avoiding a steep slope and tree removal. The Planning Commission discussed the item and asked questions of staff and a representative of the applicant, Sven Gustafson, Stonewood LLC. Chair Bollis opened the public hearing at 6:09 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:09 p.m. Commissioners noted the improvement in the placement of the home and the attempt to save trees. Bollis said there was enough space beyond the Average Lakeshore Setback, and the slope is not protected, so he is opposed, although he agreed the proposal is an improvement over the existing home location. Brandabur moved, Tift seconded, to approve LA25-000041, 850 Windjammer Lane, Variance. VOTE: Ayes 6, Nays 1 (Bollis). 270 Date Application Received: 09/17/2025 Date Application Considered as Complete: 09/17/2005�� 60-Day Review Period Expires: 11/16/2025 o To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator k���1 From: Melanie Curtis, Planner MCC �SHo Date: 20 October 2025 Subject: #LA25-000041, Stonewood LLC o/b/o Wyatt & Nicole Pannhoff, 850 Windjammer Lane Variance Public Hearing Application Summary: The applicant is requesting an average lakeshore setback variance for a new home. Staff Recommendation: Planning Department Staff recommends approval. Background The lakeshore property contains a wooded slope between the road and the existing home. The slope is not defined as bluff, however between the road and the flat, driveway area the slope ranges between 17% - 20% and is heavily treed. The applicant requests an average lakeshore setback variance to construct a new home in the same general location as the existing home while eliminating the lake setback encroachment and improving the average lakeshore setback encroachments. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the steep topography, vegetation/wooded slope, and the location of the neighboring homes as practical difficulties supporting the requested variance. Additionally, they have provided supporting documentation regarding Practical Difficulties attached as Exhibit C, and should be asked for additional testimony regarding the application. Plannine Staff Practical Difficultv Analysis: Regarding practical difficulty, Staff agrees with the applicant's findings that the existing vegetated slope, the location of the existing improvements, and the deep lakeyard setbacks of the neighboring homes create difficulties for the subject property. _ ��. /4 an..csH+xwu ueacr r DL- ',ri COH,oRWHG 4a 1bH 271 FILE # LA25-000041 20 October 2025 Page 2 of 4 LOT ANALYSIS WORKSHEET Section 6.12.1450 & 6.12.6240 — Setbacks: 1-11-113 Required Existing Proposed Rear / Street 30' ±187' ±157' North Side 10, 15' 38.7' South Side 10, 26.9' 16.4' Lakeshore 75' 66.6' 79.4' Average Lakeshore The existing home encroaches between 68' (north) and 85.5' (south) into the ALS. The proposed home will encroach between 19' on the north and 80' on the south into the ALS, improving the encroachment. Section 6.12.1450 — Lot Area/Width: 1-11-113 Lot Area Lot Width Required 43,560 s.f. (1.0 acres) 140' Actual 43,991 s.f. (1.0 acre) 160'@ 75' / 160' @ OHWL Section 6.12.6930 — Structural Building Coverage: Total Lot Area Total Structural Coverage 43,991 s.f. (1.0 acre) Allowed: 8,798 s.f. (20%) Existing: 3,023 s.f. (6.8%) Proposed: 3,607 s.f. (8.1%) Section 6.12.9210 — Hardcover Calculations: Stormwater Overlay District Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 10,997 s.f. 9,619 s.f. 9,299 s.f. Tier 1 43,991 s.f. (25 %) (21.8%) (21.1%) Applicable Regulations: Average Lakeshore Setback Variance (Section 6.12.6240) The existing home is located within the 75-foot lake setback. The applicant proposes to resolve the lake setback encroachment with the new home. The lake side of the existing home also encroaches approximately 68 feet into the average lakeshore setback on the north side and 85.5 feet on the south end. The new home will be located 114 feet from the lake (19 feet ahead of the average lakeshore setback) on the north, and 79 feet from the lake (80 feet ahead of the average lakeshore setback) on the south. The proposed home location will improve the average lakeshore setback encroachments by approximately 49 feet on the north and 5.5 feet on the south. This is a significant improvement for the neighbor on the north side at 830 Windjammer Lane. Construction in the conforming building envelope, on the slope, would likely result in a large amount of grading/disturbance to create a building pad on the property, as well as the removal of a significant number of trees, which could result in erosion or instability of the slope, and reduce the natural, vegetative screening for the neighbors on either side of the subject property. Refer to the applicant's tree removal exhibit (Exhibit N). FILE # LA25-000041 20 October 2025 Page 3 of 4 Governing Regulation: Variance (Section 6.12.530) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety, and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit, as a variance, any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit, as a variance, the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variance is in harmony with the purpose of the Ordinance. The property includes difficulties in the topography, existing vegetation, the existing conditions, and the deep lake setbacks of the neighboring homes in relation to the subject. The average lakeshore setback variance requested will improve lake views from the northern neighbor and will not further impact views of the lake for adjacent properties. 2. The variance is consistent with the comprehensive plan. The proposed variance to construct a new home in a similar but improved location as the existing home, also resulting in an improved lake setback, is consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The request to permit the construction of the new home within the average lakeshore setback appears to be reasonable, considering the topography of the lot, the location of the existing home, the setback of the neighboring homes, and the existing mature woods/vegetative screening. The request is reasonable. b. There are circumstances unique to the property not created by the landowner; The location of the existing home is nonconforming, the proposed home location will not adversely impact views of the lake for the neighbors, and will maintain consistency with the neighborhood. The proposed home improves the lake setback and the views of the lake for the most impacted neighbor (to the north). The proposal will allow maintenance of the existing vegetation on the slope. The circumstances are unique to the property; and c. The variance will not alter the essential character of the locality. The variance is requested to permit the construction of the home to minimize impacts on the lake. The location will not impact the neighbors' views of the lake and will fit the character of the neighborhood according to the submitted information. Additionally, City Code Section 6.12.530 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 6.12. This condition is not applicable. 273 FILE # LA25-000041 20 October 2025 Page 4 of 4 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 6.12 for property in the zone where the affected person's land is located. This condition is not applicable, as a residential home is an allowed use in the 1_11-113 District. 7. The board or council may permit, as a variance, the temporary use of a one -family dwelling as a two- family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The steep, wooded slope on the street side of the existing home, combined with the home's proximity and orientation to the lakeshore and the deep setbacks of the adjacent homes, creates difficulties in improving the property consistent with the homes in their neighborhood. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The unique topography, the steep, wooded slope, the location of the existing improvements, and the extreme setbacks of the adjacent homes to the lake create difficulties for the owners. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The owners assert that granting the variance is necessary for the preservation of their property rights. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variance in this unique situation is not contrary to the intent of the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. The applicant asserts that the requested variance is necessary and does not merely serve as a convenience to the owners. The Commission may recommend, or the Council may impose conditions in granting variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments Supportive comments from neighbors have been received, one commentor was not in support. The neighbor comments are attached as Exhibit J. Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner that is not permitted by an official control? 2. Does the Planning Commission find that the variance, if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested variance? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Staff recommends approval. 274 From: Joe Hafermann To: Melanie Curtis Subject: 850 Windjammer Ln Date: Friday, September 19, 2025 7:58:51 PM Good evening Melanie, For reference, my wife (Jone Hafermann) and I reside at 860 Windjammer, having recently built a new home adjacent to 850 Windjammer. We have spoken with Sven Gustafson (Stonewood) and his clients regarding their plans for a new home and the requested variance. We understand that the new home plans call for a structure that is placed closer to our home (further back from the lake) but still in front of the average lakeshore setback, and that the new structure would likely have a taller profile than the existing structure. We fully support the requested plans (and associated variances). We believe the new plans represent a significant improvement to the existing structure, and also represent a more favorable alternative to a home built in full compliance with setback rules - that would likely require removal of most of the mature trees on the lot. Please let us know if you or your associates have any questions or comments regarding the plans or associated variances. We welcome a discussion. Warm regards, Joe (and Jone) Hafermann 860 Windjammer Ln 612-221-2229 275 From: Dean Rudrud To: Melanie Curtis Subject: 850 Windjammer Lane Property Date: Tuesday, September 23, 2025 11:37:19 AM Good Morning Melanie- My name is Dean Rudrud. I live at 835 Windjammer Lane. Sven has sent all of us neighbors renderings of his request to build on the 850 property. We are all in agreement and approve his renderings. 276 From: Mark Strasser To: Melanie Curtis Subject: 850 Windjammer Ln Date: Thursday, September 18, 2025 8:05:54 PM Hello Melanie, My name is Mark Strasser. I'm the property owner at 830 Windjammer I understand there is an application for a variance at 850 Windjammer. I have reviewed the plans with Sven, and I totally support a granting of the variancc. I think the project would preserve the natural landscape and be a true asset. If you have any questions or concerns, please feel free to contact me. Regards, Mark Strasser 830 Windjammer Ln 612-306-7056 Beat Army! 277 From: To: Bob Tunheim Cc: Laura Oakden Subject: Opposition to LA25-000041 Notice for 850 Windjammer Ln Variance Request Date: Monday, October 13, 2025 1:54:03 PM Mr. Mayor, Thank you for your ensuring public notice of this lakeshore setback variance request under LA25-000041 for the exclusive benefit of 850 Windjammer Lane which I received via postcard. In response, I kindly request that you and the City Council do not grant this request because no "Practical Difficulty" or other explanation should overcome the slippery slope of approving a variance to the average lakeshore setback because any approved variance of this type will jeopardize the long-term enjoyment of this wonderful lakeshore community. Respectfully submitted, Matt 278 AGENDA ITEM Date: November 10, 2025 Item: 19 Title: LA25-000042, 1840 Shadywood Rd, Lot Area, Lot Width, and Hardcover Variances Presenter: Melanie Curtis, Planner Section: Community Development Report Purpose: This application contemplates variances to construct a new home on the substandard property. 2. MN§15.99 Application Deadline: This application was submitted on September 17th and considered complete on October 14, 2025. The 60-day review timeline will end on December 13, 2025. 3. Background: The applicants request lot width, lot area, and hardcover variances to build a new home on the property, as follows: • A hardcover variance to permit 32.5% (6,425 s.f.) hardcover where 32.5% (6,427 s.f.) exists and 25% is allowed. The plan reflects a minimal, 2 square foot, hardcover reduction; and • Lot area and Lot width variances to redevelop the existing substandard -sized lot. See the aerial photos here. Please review the Planning Report (attached as Exhibit C) for background and a complete variance analysis. The property owners provided an updated practical difficulty analysis/narrative, attached as Exhibit E. 4. Planning Commission Vote and Comment: On October 20th, the Planning Commission reviewed the application and held a public hearing. After the discussion, the Commission voted 7 to 0 in favor of approving the lot area and lot width variances. The Commission contemplated the proposed hardcover level and felt that additional reductions should be made. The motion also included a recommendation to deny the hardcover variance applied. Reference the draft minutes attached as Exhibit B, and the meeting video for additional context. 5. Public Comment: The applicants submitted signed neighbor acknowledgement forms, attached as Exhibit D. 6. Staff Recommendation: Staff finds that the proposed hardcover level is not supported by practical difficulty and recommends denial as applied. COUNCIL ACTION REQUESTED The Council should make a motion to direct staff to draft a denial resolution for consideration at the November 24th meeting. Exhibits A. Proposed Plans and Survey 279 B. Draft PC Min C. Planning Report D. Neighbor Acknowledgements E. Updated Owner Narrative 280 PROPOSED SURVEY FOR: SCOTT ERICKSON GARAGE / / / / / / / 103 o i / / / / / / / / / / / SITE BENCHMARK: T.N.H.=946.5 / 0 / 2 BITUMINOUS DRIV O \ (S CED S / / / / / / / / / / / / 186 6 /1 T A 0 / W O / 01 01 29597 S.- X .X_ — x 1�953 4 - 001 � 0 o Q / / "� GARAGE \ N� FLOOR=944.2 J � 0 / / 24.. Q1� DA 00 0 o O LOT COVERAGE CALCULATION: \ Lot Area to OHW = 19,798 SF COVERAGE: House = 1,819 SF Detached Garage = 586 SF Driveway w/ Aprons = 3,243 SF Concrete Walk = 339 SF Concrete Patio = 64 SF Deck = 376 SF Total = 6,427 SF = 32.5% NOTES: -All existing building dimensions are measured to the finished siding and not the building foundation. -No search was made for any easements. -The location of all utilities shown are from either observed evidence in the field and/or from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. --S89° 14' x — LO e � 48.25 GAR. FLOOR=(954.0) 2 / / �3y 10 (953.5) 5.25 0 / i.. / /36" �R C-TO MAPLE 1292i/�E REMOVED 4.75, �,25 / / 4.62 n D s (953.5 q / SHRUB ROW �� x x x x x I� " --N89° 1756"W 283.05 MEAS.-- m GARAGE i FLOOR=944.6 9S i ID 00 rn / / / / / / / / / / / / / BENCHMARK I n T L_ \_J I Geodetic Monument - JOHNSON, PID DL5362 Located at the North Quadrant of Manitou Rd. and Circle Rd. Elevation = 939.00. M 18.33 M 0 #1840 PROPOSED MAIN LEVEL = (954.0) WINDOW WELL #1856 FRONT ENTRY=954.2 L 1_J 0 n a; N 00 LEGEND x900.0 Existing Elevation x Fence x900.0TC Top of Curb Elevation Light Pole x900.OTW Top of Wall Elevation 0 Power Pole 900— Existing Contour Hydrant (953.5) Proposed Elevation Stone Retaining Wall oe-900�� Proposed Contour Found Iron Monument O Set Iron Monument Terrace Inscribed R.L.S 15230 - -BSBL- - Building Setback Line --7.5'SBL- - 7.5' Setback Line - --5'SBL- - - 5.0' Setback Line / / / / / / / / / / / / R / tD L9 / x 1 I � CA at 0 I \1P m I MAPLE � 0) 75 II — — — — — — _ — _ 123.95 N 123.80 Lc) o) PROPOSED LOT COVERAGE CALCULATION: Lot Area to OHW = 19,798 SF COVERAGE: House = 2,807 SF Driveway w/ Aprons = 2,247 SF Concrete Walk & Stoop = 292 SF Terrace = 493 SF Detached Garage = 586 SF Total = 6,425 SF = 32.5% I VJU•V I �I PIN 0 20 40 OF WATER SCALE IN FEET :• JOB NO. 2 9 2 - 2 5 SCALE 1 = 20' REVISIONS SITE ADDRESS 1 840 Shadywood Rd. Orono, MN 55391 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly registered Land Surveyor under the laws of the State of Minnesota. W. BROWN LAND SURVEYING, INC. 10-9-2025 DATED: W. BROWN LAND SURVEYING, INC. `�' 8030 CEDAR AVENUE SO., SUITE 228. 1f 1l BLOOMINGTON, MN 55425 B BUS: (952) 854,4055 FAX: (952) 854,4268 EMAIL: WBLANDSURVEY@AOL.COM DATE REMARKS DRAWN C M E BOOKIPAGE 1 49 2 PROPERTY DESCRIPTION Lot 25, SHADYWOOD, Hennepin County, Minnesota. EFERENCE SHEET 1 of 1 3 4 -1 7 WOODROW A. BROWN, R.L.S. MN REG 15230 281 -I — U.L. CEILING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +21'-1 " MEDIAN HIGHEST u u u u "--, u "--, u u u "--, u "--, u w X V < Z C m cr V N M L. SUBFLOOR L. SUBFLOOR — — — — L.L. SLR U.L. CEILING U.L. SUBFLOOR M.L. SUBFLOOR EAST ELEVATION wr L.L. SLAB 972.40' - - - - - - - - - - - - - - - - - - - - - - - - - - - - —1 1'-1 1 /4" ESKUCHE :3=SIGN GROUP 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2025 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE A28 E i AVERAGE LAKESHORE SETBACK ------ LOWER LEVEL FLOOR PLAN 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE 3E EG R SS BEL LW AVERAGE LAKESHORE SETBACK _ PROPOSED SINGLE FAMILY RESIDENCE PROPOSED GARAGE J MAIN LEVEL FLOOR PLAN 0' 2' 4' 6' 8' 10' 12' 14' 16' GRAPHIC SCALE Y ' EGRE WE[ BELO EsKuc:H= DESIGN GROUP 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2025 SHADYWOOD RESIDENCE 1 840 SHADYWOOD RD. WAYZATA MN 55391 VARIANCE SET 29 SEPTEMBER 2025 06 OCTOBER 2025 08 OCTOBER 2025 SHEET A 1 283 Minutes Planning Commission Regular Meeting Monday, October 20, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 5.2 LA25-000042, SCOTT + INGRID ERICKSON, 1840 SHADYWOOD ROAD, HARDCOVER, LOT AREA, AND LOT WIDTH VARIANCES The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and deny the requested variances to build a new home in place of an existing home. Staff indicated the lot is very long and narrow, which is a practical difficulty, but the City would like to see fixrther reduction of hardcover and suggested reductions in the driveway turnaround and veranda. Staff supported the other requested variances. The Planning Commission discussed the item and asked questions of staff and the applicant, Scott Erickson, 1840 Shadywood Road, as well as the contractor for the project. Chair Bollis opened the public hearing at 6:38 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:38 p.m. Several commissioners pointed out that there would be a lot of work and expense to make a small reduction in hardcover on a substandard lot when neighbors appeared to have as much hardcover. Others did not favor a hardcover variance, noting the property owner was planning to keep a free-standing garage and build a house with an attached garage, and there seemed to be ways to reduce the hardcover. It was noted that reducing hardcover also reduces runoff into the lake. Commissioners debated tabling the item or denying it so it can go to the City Council. Bollis moved, Ressler seconded, to approve LA25-000042, 1840 Shadywood Road, lot area and lot width variances, but to deny the hardcover variance as applied. VOTE: Ayes 7, Nays 0. 284 Date Application Received: 09/17/2025 Date Application Considered as Complete: 10/14/2025 60-Day Review Period Expires: 12/13/2025 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner MCC Date: 20 October 2025 Subject: #LA25-000042, Scott + Ingrid Erickson, 1840 Shadywood Rd Variances / Public Hearing Application Summary: The applicant is requesting lot area, lot width, and hardcover variances to support the construction of a new home on the property. Staff Recommendation: Planning Department Staff recommends partial approval, conditioned upon hardcover reductions. See page 5. *edited Background The applicants request the following variances to build a new home on the property. The existing detached garage is proposed to remain. • A hardcover variance to permit 32.5% (6,425 s.f.) hardcover where 32.5% (6,427 s.f.) exists and 25% is permitted; a 2 square foot reduction; and • Lot area and Lot width variances to re -develop the existing substandard -sized lot. Existing Conditions: �I <, —_S89'14'13" 2997 5.MEA5.� LSD " _e `1z.6 v rz M1��ce C) --N89'17'56'M7 ml .-- 253.05 MEAS w 4 a a r m Proposed Conditions: z -� �JI --Sfl9'14'1F{ 5.97 MFAS #1940 j 1 IAe� 0 rtrt u' 2 o �� �f I �I ca5� co— '` a N89'17'5fi"W m128105 MEAS.-- s � Qnz-�' o P � 285 FILE # LA25-000042 20 October 2025 Page 2 of 5 Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the lot shape and long driveway, the existing improvements, and the topography as practical difficulties supporting the requested variances. Additionally, they have provided supporting documentation regarding Practical Difficulties attached as Exhibits C & D, and should be asked for additional testimony regarding the application. Planning Staff Practical Difficulty Analysis: Regarding practical difficulty, Staff finds that the nonconforming size and width of the property and the existing improvements may create difficulties for development. The lot is long and narrow, which restricts the building envelope. The applicant designed a slightly larger home, with an attached garage, in a similar footprint to the existing home. However, they should consider revising the proposal to be closer to conformance with the city code (hardcover regulations). They should consider adjusting the proposed improvements to meet the side yard setbacks. Considering the hardcover percentage proposed, the applicant should explore options to further reduce the hardcover on the property. Additionally, the applicant could explore implementing stormwater improvements on the site to offset the proposed hardcover. LOT ANALYSIS WORKSHEET Sections 6.12.1550 & 6.12.6240 — Setbacks: The existing sidewalk and deck extend up to and/or over the north side property line. The proposed sidewalk and patio/terrace are proposed 4.5 feet from the north side lot line. The applicant should demonstrate that the new patio will be an in -kind replacement of a portion of the existing condition. "In -kind," as defined in City Code Section 6.12.010, means: In -kind, when used in the context of replacement of a nonconforming building or structure, means the replacement of a building or structure completely within the limits (location, height, width, and depth) of the previous building or structure. To be considered an in -kind replacement, the new terrace/patio should fit within the footprint of the existing home, deck, and sidewalk. LR-1C DISTRICT Required Existing Proposed Rear/Street 30' House 155' House House 7.5' 130' 30' Detached Garage* 11.4' Detached Garage* Detached Garage - No change 7.5' House House 1.8' House 7.58' North Side 10' Patio Deck 0' Terrace/Patio 4.5' 7.5' House House 8.8' House 7.5' South Side 7.5' Detached Garage Detached Garage 10.8' Detached Garage - No change 10' Patio Lakeshore 75' House 125' House 123.9' Average Lakeshore The existing home and the proposed home meet the ALS. *City Code Section 6.12.1550 (b)(1) permits side yard setback flexibility for buildings, not structures. ** If the doors of a detached garage face the street, the garage must meet the principal building setback of 30 feet. (Sec 6.12.7050) Section 6.12.1550 — Lot Area/Width: LR-1C DISTRICT Lot Area Lot Width Required 21,780 s.f. (0.5 acres) 100, Actual 19,798 s.f. (0.45 acre) 60' @ 75' / 60' @ OHWL Section 6.12.6930 — Structural Building Coverage: Total Lot Area Total Structural Coverage 19,798 s.f. (0.45 acre) Allowed: 3,959 s.f. (20%) Existing: 2,405 s.f. (12%) Proposed: 3,393 s.f. (17%) 286 FILE # LA25-000042 20 October 2025 Page 3 of 5 Section 6.12.9210 — Hardcover Calculations: Stormwater Overlay District Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 4,949.5 s.f. 6,427 s.f. 6,425 s.f. Tier 1 19,798 s.f. (25 %) (32.5%) (32.5%) Applicable Regulations: Lot area and Lot Width Variances (Sections 6.12.320 and 6.12.1550) Zoning Code Section 6.12.320 provides options for the redevelopment of lots that do not meet the minimum area or width requirements for the respective zoning district. Substandard properties within the Shoreland Overlay District may be redeveloped without variances from lot size and width requirements if the following standards are met: 1. All setback requirements can be met. 2. The lot is connected to a public sewer, and 3. The impervious surface coverage meets all hardcover location and square footage restrictions of this chapter, and the total square footage of hardcover does not exceed 25 percent of the entire lot area. 4. All other zoning district standards can be met. The applicant's request for additional variances results in the property's inability to conform to all of the standards above. Therefore, lot area and lot width variances are also required to redevelop the property. The ability to develop the property in a manner consistent with other developed properties in the neighborhood would be limited if the lot width and lot area variances are not granted. Hardcover Variance (Chapter 6.12 Section 9210) With redevelopment, applicants are guided to design their plan to be as conforming as possible to the current code requirements. The existing hardcover level of 32.5% exceeds the allowed 25% by 1,477 square feet. The applicants are proposing a minimal reduction of the total site's hardcover level of two (2) square feet (bringing the amount from 6,427 square feet to 6,425 square feet). Staff encourages a greater reduction in hardcover. Further, the property is located on Shadywood Road (CSAH 19), which requires a minimal driveway turnaround area, which, according to Section 6.12.9120(5), is 8' x 12'. The applicants' plan reflects an approximate 10.5' x 17.5' turnaround that appears to also serve as the sidewalk to the front door. Staff suggests reducing the concrete walk to the minimum turnaround size to reduce the hardcover by an additional 87 square feet, and reducing the size of the proposed sidewalks and terrace. Removal of the portions of the lakeside terrace to meet the 10-foot side yard setback (±125 square feet) and reduction of the driveway turnaround would result in a reduction of approximately 212.75 square feet or a 1.2% reduction. Governing Regulation: Variance (Section 6.12.530) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety, and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit, as a variance, any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council 287 FILE # LA25-000042 20 October 2025 Page 4 of 5 may permit, as a variance, the temporary use of a one -family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed variances are in harmony with the purpose of the Ordinance. The substandard lot has difficulties in its depth and narrow width, existing improvements, and the lack of on -street parking opportunities on Shadywood Road, making development difficult. 2. The variance is consistent with the comprehensive plan. The variances proposed to rebuild a new home on this nonconforming lot are consistent with the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The request to permit the construction of a new residence on the substandard lot is reasonable. The proposed hardcover level is an existing condition. b. There are circumstances unique to the property not created by the landowner; The substandard lot size is an existing condition, and there is no available land with which to make the property more conforming. The location and size of the existing garage and driveway, restricted roadway, lot size, width, and depth are challenges not created by the owners. The footprint of the home and the hardcover improvements are design choices by the owners. As designed, the project includes maintenance of the current hardcover level. The applicant should redesign to reduce the overall hardcover to bring the property closer to conformance; and c. The variance will not alter the essential character of the locality. The variances are requested to permit the construction of a new home on the substandard residential property, which is reasonable. Additionally, City Code Section 6.12.530 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 6.12. This condition is not applicable. 6. The board or the council may not permit, as a variance, any use that is not permitted under Orono City Code Chapter 6.12 for property in the zone where the affected person's land is located. This condition is not applicable, as a residence is an allowed use in the LR-1C District. 7. The board or council may permit, as a variance, the temporary use of a one -family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The property's substandard size (width and depth), location, and existing conditions create difficulties that also apply to many of the properties in the same neighborhood. The proposed hardcover level may be out of character. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. Other properties in the Shadywood neighborhood are subject to similar difficulties. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The proposed structural level (new home plus the existing detached garage) is 566 square feet under the 20% maximum. Granting the lot area and width variances is necessary for the preservation of the property rights of the owners. The applicants should find hardcover reductions to increase the green space on the property. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances would not be contrary to the intent of the zoning chapter. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. The variances for lot size are necessary and do not merely serve as a 288 FILE # LA25-000042 20 October 2025 Page 5 of 5 convenience to the owners. The proposed hardcover appears to be a convenience; the applicants should make further hardcover reductions. The Commission may recommend, or the Council may impose conditions in granting variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments To date, no public comments have been received. Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner that is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the lot area and lot width variances. Staff recommends that the applicants revise the plan to provide more significant hardcover reductions from the existing level. As applied, staff recommends denial of the overall application. 289 Real ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM [print name(s)] of [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at also referred to as Land Use Application No. I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. ********************************************************************************************************************************* I (we) ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM [print name(s)] of [print address] have reviewed the plans for the proposed improvement or proposed use of the property located at also referred to as Land Use Application No. I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to declare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. Property Owner Date Property Owner Date If you have any information that may assist the City in the review of this Land Use Application, please submit your comments to the Building & Zoning Office at least 10 days prior to the scheduled meeting date. Adjacent Property Owner Form — January 2024 290 ADJACENT PROPERTY OWNERS'ACKNOW DG M N FORM 1(we) ±?Ir &ice t � t � a. � k, ��� of (907GI tSh4!Ad�w604A [print name(s)l [print address] have r vevw( f% Ur (we) uni d the Pla� for the proposed improvement or proposed use of the property located at �C_also referred to as Land Use Application No. erstand t 5) -.dO (.., Date Date If you have any information t disapproval of the improvement plans Property Owner Property Owner that in executing this disapproval of the property or use but merely acknowledgment, I (we) a m ( are) not asked11ed it that I (we) to confirm for the City Counc improvement plans and that the proposed neighbor's Piroec Property Owner Property Owner to declare approval or am (are) aware of the t or use requires Counc11 approval. hat may assist the City i n the review of this Land Use Application, please submit your comments to the Building &Zoning Office at days prior to the scheduled meeting date. least 10 ADJACENT PROPERTY OWNERS ' ACKNOWLEDGEMENT FORM (we) of [print name(s)l [print address] have reviewed the plans for the proposed improvement or proposed use of the property also referred to as Land Use Application No. (weers..tan) dd that 11111 i n executing this acknowledgment Ilaroperty or use but merely to confirm for and that the proposed neighbor's pro0 ec Date nommonow-EM -------- " Date (we) am (are) the City Council t or use requires ounc ti located at not asked to declare approval or that I (we) am (are) aware of the it approval. Ef you have any information that may assist the City in the review of this Land Use pp lication, please submit jour comments to the Building &Zoning Office at least 10 aysr0or to the scheduled meeting date. 291 From: Scott Erickson To: Melanie Curtis Subject: 1840 Shady Wood Rd. - variance follow up Date: Thursday, November 6, 2025 1:09:57 PM Dear Melanie, Thank you again for taking the time to meet and discuss our variance request. We truly appreciate the thoughtful feedback from you and the commission and wanted to follow up to provide additional content and clarification. We fully understand and respect the cities intent in limiting hardcover to protect water quality. Our request is not made to gain additional coverage or size, but simply to allow reasonable use of our property under its unique conditions. Our lot presents several challenges that make meeting current code, especially difficult. -The lot is unusually long and narrow, and our proposed home now fully meets all side setback requirements. To achieve that we've narrowed the home by 7 feet which lengthens the footprint and places part of the house over our existing driveway -an area that has always been hardcover. -While the total hardcover under the new design remains about the same or slightly less than the existing condition, we have sacrifice functionality to make this work. We lost half of our turnaround area at the top of the driveway, can no longer park two cars side -by -side and reduced the size of our lakeside patio and walkways. -The existing house is very modest about 1700 square feet - and the new design maintains the modest size, simply adding a two car attached garage so the home functions properly for us and our family. -We purchased the property over 20 years ago, unaware that it was considered a substandard lot or that the existing hardcover exceeded today's standards. The current conditions have been in place since 1952 long before the current ordinance was established. -We also share the cities`s goal of protecting water resources. Nearly all drainage of our lot flows west away from the lake. If the city is open to creative solutions, we would be happy to explore stormwater management measures, such as rain garden or filtration systems, to further mitigate runoff or bring the functional impact closer to the city standards. -In short, we believe this proposal represents a reasonable balanced approach for a long, narrow lot with established conditions that predate current zoning. We've made meaningful improvements to compliance while maintaining the modest character and scale of our home. We sincerely appreciate your continued time and consideration and hope this additional information helps clarify our position. Warm regards, Scott and Ingrid Erickson 1840 Shadywood Rd. Orono, MN 55391 292 AGENDA ITEM Date: November 10, 2025 Title: LA25-000039, Text Amendments regarding Retaining Walls Presenter: Laura Oakden, Community Development Director Section: Community Development Report Item: 20 Purpose: The City of Orono is proposing an ordinance to amend the Zoning Code to clarify retaining wall standards within the Shoreland Overlay District and the allowances within the required yard setback areas under the Permitted Encroachments section. 2. Background: The City of Orono regulates retaining walls within required yard areas as permitted encroachments, and within the lakeshore setback and bluff areas within the Shoreland Overlay District. Earlier this summer, the City Council directed staff to clarify the conditional use permit standards for retaining walls in bluff areas and within the lakeshore setback. During the review of the City Code staff identified additional areas requiring clarification for retaining wall allowances within Section 6.12.6940, Permitted Encroachments pertaining to retaining walls throughout the city. 3. Planning Commission Vote and Comment: The Planning Commission reviewed the proposed text amendment at the October 20, 2025 Planning Commission Meeting. A public hearing was held; no comments from the public were made. (Packet Item, Video) The Planning Commission reviewed the proposed changes and generally supported the text amendment. The Commission discussed the proposed landscaping replacement regulations. As proposed, vegetative landscaping requirements would be triggered for all areas disturbed or impacted by the construction of the walls. The new language specifies that impacted areas would be required to be revegetated with deep-rooted native plants. This standard could prohibit installing replacement sod or lawn grass in the construction areas around retaining walls. The Commission noted that the replacement landscaping requirement for retaining walls in the lakeshore setback seemed excessive and may prove to be a difficult or unreasonable standard for homeowners to meet. The Commission suggested that the code should require a site plan to identify the disrupted area and keep the disturbance to the minimum necessary. The Commission also discussed the proposed requirement for replacement plantings to be native, deep-rooted plants and suggested the following alternative language calling for the replacement plantings to be "the same or similar plant materials to address erosion, including native plantings". Staff prepared some options for Council to review under Exhibit B. The Planning Commission made a motion to approve the text amendment with revisions to the language for replacement landscaping, vote 6-1 (Bollis). 293 4. Public Comment: No comments from the public have been received. The MN DNR reviewed the proposed changes and provided comments. The comments from the DNR were merged into the proposed draft language for the Planning Commission's review. The Conditional Approval letter from the DNR, including their suggested language, is attached as Exhibit D. 5. Staff Recommendation: Review the draft Text Amendment and Planning Commission's direction regarding replacement landscaping areas. The Council should provide direction to staff regarding replacement landscaping requirements for retaining wall projects within the lakeshore setback. COUNCIL ACTION REQUESTED Provide direction to staff regarding the proposed text amendment including the requirements for replacement landscaping for retaining wall projects within the lakeshore setback. Exhibits A. Retaining Wall, DRAFT Ordinance- Redlined 11.7.25 B. Summary Page for Landscaping Standard C. Planning Commission Staff Report TA- Retaining Wall D. DNR Conditional Approval- Retaining Wall Text Amendment E. DRAFT PC Minutes- Retaining Walls. 10.20.2025 294 Sec. 6.12.010. Definitions. The following words, terms and phrases, when used in this chapter, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning. Unless specifically defined in this section, the words and phrases used in this chapter shall have the meanings given to them in chapter 6.20. Accessory dwelling unit (ADU) means a subordinate habitable dwelling unit, which has its own basic requirements of shelter, heating, cooking and sanitation, which is attached or detached from a single-family dwelling. Accessory use, building, orstructure means a use, building, or structure subordinate to and serving the principal use or building on the same lot and customarily incidental to the principal use or building. Agriculture means the utilization of land by raising plants, trees or shrubs or the raising of domestic animals or fowl, or both, for the purpose of selling to secure a profit. Airport and heliport mean any land, water or structure which is used or intended for use for the landing or takeoff of aircraft, and any appurtenant land structure used or intended for use for port buildings or other port structures or right-of-way. Alley means a public right-of-way which affords a secondary means of access to abutting property. Amusement center means a business at one location devoted primarily to the operation of amusement machines as described below and open for public use and participation; or locations with four or more amusements machines and open for public use and participation. Amusement machine means a mechanical amusement device of any of the following types: (1) A machine or electronic contrivance, including "pinball" machines, mechanical miniature pool tables, bowling machines, shuffle boards, electric rifle or gun ranges, miniature mechanical and electronic devices and games or amusements patterned after baseball, basketball, hockey or similar games and like devices, machines or games which may be played solely for amusement and not as a gambling device and which devices or games are played by the insertion of a coin or coins or at a fee fixed and charged by the establishment in which such devices or machines are located, and which contain no automatic payoff devices for the return of money, coins, merchandise, checks, tokens or any other thing or item of value; provided, however, that such machine may be equipped to dispense nominal prizes, such as candy or toys, or coupons or tokens redeemable for such prizes. The term "amusement machine" does not include coin -operated music machines. (2) Amusement devices designed for and used exclusively as rides by children, such as, but not limited to, kiddie cars, miniature airplane rides, mechanical horses and other miniature mechanical devices, not operated as a part of or in connection with any carnival, circus, show, or other entertainment or exhibition. Animal unit means, for one animal unit equivalency, one cow or steer; one horse, donkey, alpaca, or llama; two pigs, three sheep or goats; or 25 fowl. Antenna means any of the following uses, which require an antenna and are subject to the regulations of this chapter: Antenna, personal wireless service, means a device consisting of a metal, carbon fiber, or other electromagnetically conductive rods or elements, usually arranged in a circular array on a single supporting pole or other structure, and used for the transmission and reception of wireless communication radio waves, including cellular, personal communication service (PCS), enhanced specialized mobilized radio (ESMR), paging and similar services, including the support structure. Created: 2025-07-31 14:51:25 [EST] Page 1 of 20 295 Antenna, radio and television receiving, means a wire, set of wires, metal or carbon fiber elements, other than satellite dish antennas, used to receive radio, television or electromagnetic waves, including the supporting structure. Antenna, satellite dish, means a device incorporating a reflective surface that is solid, open mesh or bar configured and is in the shape of a shallow dish, cone, horn or cornucopia. Such device is used to transmit and/or receive radio or electromagnetic waves between terrestrially and/or orbitally based uses. The term "satellite dish antenna" includes, but is not limited to, what are commonly referred to as satellite earth stations, TVROs (television, receive only) and satellite microwave antennas and their support structures. Antenna, shortwave radio transmitting and receiving, means a wire, set of wires or a device, consisting of a metal, carbon fiber, or other electromagnetically conductive element used for the transmission and reception of radio waves used for shortwave radio communications, including the supporting structure. Antenna support structure means any building or other structure other than a tower which can be used for location of antennas. Antenna tower means a self-supporting lattice, guyed or monopole structure constructed from grade which supports personal wireless service antennas. Apiary means a collection of hives or colonies of honeybees kept for their honey. Auto reduction yard means a lot or yard where two or more licensed motor vehicles or their remains are kept for the purpose of dismantling, sale of parts, sale as scrap, storage, or abandonment. Automobile repair, major, means general repair, rebuilding of trailers, including body work, framework and major painting service. Automobile repair, minor, means the replacement of any part or repair of any part which does not require the removal of the engine head or pin, engine, transmission or differential; incidental body and fender work; and minor painting and upholstering service when such service is applied to passenger automobiles and trucks not in excess of 7,000 pounds gross rating. Barber shops and beauty shops means a commercial establishment offering cosmetology services which may include hair cutting, coloring, or styling, make-up application or consultation, manicures, and pedicures, and/or which may offer therapeutic massage and body and/or facial treatments such as body packs or wraps, exfoliation, cellulite or heat treatments, body toning, waxing, tanning, aromatherapy, cleansing or medical facials, non -surgical face lifts and other non -surgical cosmetic procedures, electrical toning and electrolysis. Hydrotherapy and steam or sauna facilities, nutrition and weight management, and exercise instruction may be provided in conjunction with such therapeutic massage and body and/or facial treatments. Boardinghouse means a building other than a motel or hotel where, for compensation and by prearrangement for definite periods, meals or lodgings are provided for three or more persons, but not to exceed eight persons. Building means any structure having a roof which may provide shelter or enclosure of persons, animals or chattel; and when the structure is divided by party walls without opening, each portion of such building so separated shall be deemed a separate building. Building footprint means the outline of the total area covered by a building's perimeter at the ground level (to the block/foundation). (1) Carports, covered porches and other similar building features which have no exterior walls shall be included as part of a building footprint by drawing a straight line between the outer edges of all support structures (and the main building if applicable). (2) The outer edge of building protrusions, bay windows or other similar features that extend outward from a building and are less than four feet from the ground shall be considered as part of the building footprint. Created: 2025-07-31 14:51:25 [EST] Page 2 of 20 296 Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch -type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. Bulk station means distributors' warehouses for materials which are stored in tanks above ground in aggregate capacity on the site of 6,000 gallons or more. Camp means a parcel of land with permanent buildings, tents or other structures together with appurtenances thereon, established or maintained as living quarters where both food and lodging or facilities therefore are provided for ten or more people, operated continuously for a period of five days or more each year for educational, recreational, or vacation purposes, and the use of the camp or participation in its programs are provided to adults and/or children free of charge or for payment of a fee. The term "camp" does not include cabin and trailers camps, fishing and hunting camps, resorts, penal and correctional camps, industrial and construction camps, nor does it include homes operated for care or treatment of children and for the operation of which a license is required by state law or structures used as a dwelling. Cannabis producer means a cannabis business licensed or endorsed under Minn. Stats. ch. 342 to cultivate cannabis plants or flowers; manufacture, process, or extract cannabis and cannabis parts; sell cannabis or cannabis products to other cannabis businesses; or transport or deliver cannabis and cannabis products from one cannabis business to another or to consumers. Cannabis retail business means a cannabis business licensed or endorsed under Minn. Stats. ch. 342 to sell cannabis products to consumers, including for on -site consumption, and not for the purpose of resale. The term "cannabis retail business" includes businesses licensed as cannabis retailers, cannabis microbusinesses with a retail endorsement, and cannabis mezzobusinesses with a retail endorsement. Carport means an automobile shelter having one or more sides open. Cellar means that portion of the building having more than half of the floor -to -ceiling height below the average grade of the adjoining ground. Clean fill means all native soils as described in the Unified Soils Classification System. Organic, manmade and reprocessed materials, topsoil and rocks larger than 0.25 cubic yard (2.9 feet diameter) shall not be considered clean fill. Clinic for human care on an outpatient basis only means a place where a group of licensed medical practitioners provide medical treatment or advice on an outpatient only basis. Columbarium means a repository for the interment of cremated human remains within cinerary urns, including the burial of cremated human remains within cinerary urns or inurnment gardens for the burial or scattering of cremated human remains. Columbaria are accessory to places of worship, cemeteries or mausoleums. Commercial kennel means any premises where three or more domestic animals over six months of age are owned, boarded, bred or offered for sale. Commercial operations means operations where business is conducted by the sale or exchange of goods and/or services on the site for money or other valuable consideration. Commercial recreation means indoor amusement centers, bowling alleys, billiard halls, miniature golf, roller and ice skating rinks, driving ranges, movie theaters, gyms, swimming pools, and sports and health facilities. No commercial recreation use shall take place outside of an enclosed building. An air -supported structure shall not be considered a building for purposes of this definition. The term "commercial recreation" does not include an adult use defined in section 6.12.6820(b), any use involving the discharge of a firearm, a Class II restaurant that provides live entertainment, or any permitted or conditional use in the B-2 district. Created: 2025-07-31 14:51:25 [EST] Page 3 of 20 297 Cornice means any horizontal decorative molding that crowns a building or wall. County dock means a dock owned and operated by the county for the sole purpose of facilitating lake to ground transportation of patrons in emergency or law enforcement situations. Curb cut means the opening along a street curb line or pavement edge for the purpose of motor vehicle ingress and egress from a roadway. Curb cut width shall include the width of the driveway approach and of the curb returns, if any. Day care means a location licensed by the state department of human services to provide the care of a child in a residence outside the child's own home for gain or otherwise, on a regular basis, for any part of a 24-hour day. Dog boarding means indoor overnight boarding services for more than three dogs aged greater than six months. Dog day care means indoor day care services for more than three dogs aged greater than six months. Dog grooming means a premises where pet grooming services such as bathing, teeth cleaning, haircuts, and nail polishing and trimming are provided. Driveway means a paved or otherwise delineated area on private property for the operation of automobiles and other vehicles. Dry buildable means that portion of the lot not encumbered by the waters of a duly recorded lake or river, wetlands, bluffs, or slopes steeper than 30 percent. Dwelling means a building or part of a building containing independent living, sleeping, housekeeping accommodations, and sanitary facilities for occupancy by one family, intended to be occupied exclusively for residence purposes, but not including rooms in motels, hotels, nursing homes, boardinghouses, nor trailers, tents, cabins or trailer coaches. A dwelling shall not be interpreted to include lodging rooms. Dwelling, attached, means a dwelling which is joined to another dwelling at one or more sides by a party or fire wall or walls. Dwelling, detached, means a dwelling which is entirely surrounded by open space on the same lot. Engineered grade means the elevation of the ground, or any paving or sidewalk built upon it, which has been established on the basis of an engineered grading and drainage plan for the property that has been reviewed and approved by the city for the property. Essential services means the erection, construction, alteration, or maintenance of underground or overhead gas, electrical, steam, or water transmission or distribution systems, collection, communication, supply or disposal systems by public utilities, municipal or other governmental agencies, but not including buildings. Existing ground level means the elevation of the grade at the base of an existing structure, measured at points abutting the foundation wall, or the natural grade of a vacant lot or the engineered grade established by an approved grading plan at the time of final platting or interim use permit. Family means any number of individuals generally, but not necessarily, related by blood or marriage, living together at one location maintaining a common household as a single, nonprofit housekeeping unit, as distinguished from a group occupying a boardinghouse or rooming house, hotel or motel. Family dwelling, multiple, means any structure made up of two or more attached dwellings. Farm animals means cattle, horses, mules, sheep, goats, llamas, alpacas, swine, ponies, ducks, geese, turkeys, chickens or guinea hens. Garage condo means a building or part of a building consisting of individual units for indoor storage of motor vehicles, boats, trailers, or recreational vehicles and such items as are customarily used for the care or upkeep of such motor vehicles, boats, trailers, or recreational vehicles. Individual units are owned or leased and may be Created: 2025-07-31 14:51:25 [EST] Page 4 of 20 298 capable of customization, alteration, or expansion by the owners or tenants of the units. The term "garage condo" may include common spaces or office areas. Garage, private, means a detached accessory building or portion of the principal building, including a carport, which is used for storing passenger vehicles, and trailers. Hardcover means a hard surface that prevents or retards entry of water into the soil and causes water to run off the surface in greater quantities and at an increased rate of flow than prior to development. The term "hardcover" includes, but is not limited to, the following: all building footprints, driveways, sidewalks, stepping stones, retaining walls, patios, courts (sport, tennis, etc.), decks, pools, areas used for the extended outdoor storage of vehicles or equipment, and all other similar features or surfaces as determined by the city engineer or city planner. Home occupation means any gainful occupation carried out by the occupant of a residential dwelling unit that occurs within the principal or accessory building on the property and does not change the primary residential use of the property. Level 1 and level 2 home occupations shall be as defined in section 6.12.6810. Hotel means a building containing eight or more guest rooms in which lodging is provided with or without meals for compensation and which is open to transient or permanent guests or both, and where no provision is made for cooking in any guest room, and in which ingress and egress to and from all rooms is made through an inside lobby or office supervised by a person in charge. In -kind, when used in the context of replacement of a nonconforming building or structure, means the replacement of a building or structure completely within the limits (location, height, width, and depth) of the previous building or structure. Junkyard means an area where used, waste, discarded or salvaged materials are bought, sold, exchanged, stored, baled, cleaned, packed, disassembled or handled, including, but not limited to, scrap iron and other metals, paper, rags, rubber products, bottles and lumber. Storage of such material in conjunction with a permitted manufacturing process when within an enclosed area or building shall not be included. Library, public, means a library operated by the county; or a nonprofit library intended for use by the general public. Local street means a residential street maintained by the city and which is not defined as a state highway, county highway, collector, arterial, or a municipal state aid street. Lot area means the area of a lot in a horizontal plane bounded by the lot lines, but not including any area occupied by the waters of a duly recorded lake or river or wetland or area which has been dedicated as public right-of-way. Lot back, means a lot typically separated from a public or private road by another lot and which gains access to the public or private road via a narrow corridor. Such a separated lot is considered to be a back lot when the corridor is platted as an outlot. A separated lot is considered to be a flag lot when the corridor is platted as part of the lot. When the corridor is merely an easement over another lot, the separated lot is considered to be an easement back lot. Lot, corner, means a lot situated at the junction of, and abutting on, two or more intersecting streets, or a lot at the point of deflection in alignment of a continuous street, the interior angle of which does not exceed 135 degrees. Lot coverage means the total square footage of all building footprints and structures on a parcel. Lot depth means the mean horizontal distance between the front lot line and the rear lot line of a lot. Lot, front, means a lot abutting a public or private road, across which an outlot has been platted for access to a back lot. Lot, interior, means a lot other than a corner lot. Created: 2025-07-31 14:51:25 [EST] Page 5 of 20 299 Lot line means the property line bounding a lot; except that where any portion of a lot extends into the public right-of-way or a proposed public right-of-way, the line of such public right-of-way shall be the lot line. Lot line, front means that boundary of a lot which abuts an existing or dedicated public or private street, and in the case of a corner lot it shall be the shortest dimension on a public or private street. If the dimensions of a corner lot are equal, the front lot line shall be designated by the owner and filed in the office of the building inspector. Lot line, rear, means that boundary of a lot which is opposite the front lot line. If the rear lot line is less than ten feet in length, or if the lot forms a point at the rear, the rear lot line shall be a line ten feet in length within the lot, parallel to and at the maximum distance from the front lot line. On a lakeshore lot, the rear lot line is the lot line that is opposite the natural ordinary high-water mark at the lakeshore. Lot line, side, means any boundary of a lot which is not a front lot line or a rear lot line. Lot of record means any lot for which a deed or registered land survey has been recorded in the office of the register of deeds or the registrar of titles for the county prior to January 1, 1975, and after approval by the council if required. Lot, through, means a lot which has a pair of opposite lot lines abutting two substantially parallel streets, and which is not a corner lot. On a through lot, both street lines shall be front lot lines for applying this chapter. Lot width means the horizontal distance between side lot lines measured at the following locations: (1) For lots which do not abut a lake or tributary, at the rear of the required front yard, measured parallel to the front lot line. (2) For lots which abut a lake or tributary, at the shoreline measured in a straight line between the points at which the side lot lines intersect the OHWL, and at the required structure setback from the OHWL, measured in a straight line between the points of intersection of the side lot lines with the structure setback line. Manufactured home or mobile home means any type of structure or vehicle which can be readily adapted to or does provide facilities for a person to eat or sleep which is mounted on wheels, has provisions for wheels, or may be loaded on an ordinary flatbed truck, such as a house trailer, converted bus or truck, tent or small building. Motor court motor hotel, and motel mean a building or group of buildings other than a hotel used primarily as a temporary residence. Motor freight terminal means a building or area in which freight brought by motor truck or railroad is transferred and/or stored for movement in intrastate shipment by motor truck. Municipal buildings or facilities means only those structures owned and operated by the city. Natural grade means the elevation of the ground surface in its natural state, prior to excavation or filling. Nonconforming structure means any structure legally existing upon January 1, 1975, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this chapter. Nonconforming use means use of land, buildings or structures legally existing on January 1, 1975, which does not comply with all the regulations of this chapter or any amendments to it governing the zoning district in which such use is located. Noxious matter or materials means material capable of causing injury to living organisms by chemical reaction, or is capable of causing detrimental effects on the physical or economic well-being of individuals. Nursery, day, means a use where care is provided for pay for three or more children under kindergarten age for periods of four hours or more per day. Created: 2025-07-31 14:51:25 [EST] Page 6 of 20 300 Office means a commercial land use involving predominantly administrative, clerical, or professional operations. Commercial offices may include professional administrative training, but shall not include direct retail commercial transaction activities. Office —Showroom means a commercial land use that is comprised of offices and other indoor floor area in which large or bulk goods are both on display and being warehoused in the same space. Examples of such uses commonly include furniture, building materials, or other similar uses. Characteristics of such uses include a lack of other on -site warehousing. Office —Showroom shall not include direct, on -site retail transactions to the end consumer. Office —Warehouse means a commercial land use that is comprised of offices and other indoor space in which materials and equipment are being stored for shipping to other locations for eventual resale or use. Office — Warehouse does not include on -site retail transactions or display. OHWL means ordinary high-water level. Outdoor storage means the keeping of materials or equipment on a parcel of land for the purpose of transporting, using or employing such materials or equipment at a future date at another location, either on- or off -site. The keeping of motorized vehicles for more than 24 hours, or other equipment that is not capable of self - powered movement (such as trailers), shall be included in the term "outdoor storage." Parking means the keeping of passenger automobiles and light trucks for a temporary period (usually less than 24 hours) in a space designated and improved for such use according to the requirements of the zoning ordinance. Parking does not include storage. Pasture means open, non -treed land containing vegetation which can support grazing by horses, cattle or other domestic animals. Calculations of minimum pasture acreage for the keeping of farm animals shall not include any land defined as a wetland or wetland buffer under section 6.12.8110. Performance standards means criteria established to control noise, odor, toxic or noxious matter, vibration, fire and explosive hazards, or glare or heat generated by or inherent in uses of land or buildings. Permeable lining (landscaping fabric) means a porous material used for weed prevention that allows storm water to permeate into the ground. Pervious paver means concrete, asphalt or similar blocks with holes of some kind that allow water to go through the surface into a specialized aggregate base, consistent of an open -graded aggregate, and into the soils below. Pervious surface means naturally occurring ground cover or a variety of types of pavement, pavers and other devices that provide stormwater infiltration while serving as a structural surface. Place of worship means a building or space that is principally used as a place where people of the same faith or religion regularly assemble for worship. The term "place of worship" does not include community education or art centers, schools, instructional centers, day care facilities, family day shelters, conservatories, convention centers, libraries, museums, residential dwellings, recreational and entertainment facilities, theaters or social service distribution facilities. Planning commission means the city planning commission. Public service structures means underground or overhead gas, electrical, steam or water transmission or distribution systems, collection, communication, supply or disposal systems, including poles, wires, mains, drains, sewers, pipes, conduits, cables, fire alarm boxes, traffic signals, hydrants or other similar equipment and accessories, but not including buildings or major structures located above ground level. Personal wireless services and commercial broadcasting antennas and towers shall not be considered public service structures. Residential treatment facility means a location licensed for residential treatment as defined in Minn. Stats. § 245.462, subd. 23, or a facility licensed to provide residential substance use disorder treatment under Minn. Stats. ch. 245G. Created: 2025-07-31 14:51:25 [EST] Page 7 of 20 301 Restaurants (Class 1) means a restaurant in which food is served to the customer and consumed by him while seated at a counter or table, and the restaurant does not serve intoxicating liquor or provide live entertainment. Food is selected by a customer while going through a serving line and taken to a table for consumption. Restaurants (Class ll) means fast food convenience, drive-in and liquor service restaurants; a restaurant where a majority of customers order and are served their food at a counter in packages prepared to leave the premises, or to be taken to a table, counter, automobile or off the premises to be consumed; or a drive-in where most customers consume their food in an automobile regardless of how it is served; or restaurants which serve intoxicating liquor or have live entertainment. Retaining wall means a structure designed to hold back and prevent lateral movement of earth. Two or more abutting boulders, 24 inches in diameter or greater, placed to hold back the earth are considered to be a retaining wall. Landscape edging, less than six inches tall, is not considered a retaining wall. i iered walls are considered a single wall unless the walls are each separated by a horizontal distance twice the height of the lower wall. Separation will be measured from the back of the lower wall to the face of the upper wall. Riding academy means a building, structure or other facility which is used for the instruction and training in the care and handling of horses, mules, donkeys or ponies for a fee or other valuable consideration. Shelter, fallout or blast, means a structure or portion of a structure intended to provide protection to human life during periods of danger to human life from nuclear fallout, blasts, air raids, storms or other emergencies. Sign means any written announcement, declaration, demonstration, display, illustration, insignia or illumination used to advertise or promote the interest of any person when displayed or placed outside in view of the general public, and shall include every detached sign. Sign, advertising (billboard), means a sign which directs attention to a business, community service or entertainment not exclusively related to the premises where such sign is located or to which it is affixed. Sign, business, means a sign which directs attention to a business or profession conducted or to a commodity, service or entertainment sold or offered on the premises on which such sign is located or to which it is affixed. Sign, business, temporary, means a sign permitted for a limited period of time used to advertise or promote the interests of a single- or multi -use commercial or industrial use. A temporary sign may be attached to a principal structure or detached. Such signage shall include mobile/message board signs, banners and balloons that meet all applicable federal and state standards. Sign, flashing, means an illuminated sign on which the artificial light is not maintained stationary or constant in intensity and color at all times in which such sign is in use. Sign, gross area of, means the area within the frame, which shall be used to calculate the square feet; except that the width of the frame exceeding 12 inches shall constitute advertising space; or should such letters or graphics be mounted directly on a wall or fascia or in any such way as to be without a frame, the dimensions for calculating the square footage shall be the area extended six inches beyond the periphery formed around such letters or graphics bounded by straight lines connecting the outermost points; and each surface utilized to display a message or to attract attention shall be measured as a separate sign. Sign, illuminated, means any sign which has characters, letters, figures, designs or outline illuminated by electric lights or luminous tubes as a part of the sign proper. Sign, nameplate, means any sign which states the name or address or both of the business or occupant of the lot where the sign is placed or may be a directory listing the names, addresses and business of occupants. Sports and health facility means a facility where members or nonmembers pay a fee to use equipment or space for the purpose of physical exercise or training. A sports and health facility may include aerobics, weight training, muscular exercise programs, yoga, Pilates, court games, jogging, or other similar activities. It may provide Created: 2025-07-31 14:51:25 [EST] Page 8 of 20 302 as an accessory use personal services to patrons, including, but not limited to, therapeutic massage, tanning, saunas, and whirlpools. Stable or barn, private, means a building or structure used or intended to be used for the keeping of hoofed animals belonging to the occupant of the property, and kept for noncommercial purposes. Stable or barn, public, means a building or structure used or intended to be used for housing of horses, mules, donkeys or ponies which are owned by those other than the occupant of the property, where animals may be rented for a fee for riding purposes or where riding lessons may be provided. Stock farm means a parcel of land comprising an area of ten acres or more that is used to house and feed any number of farm animals when such farm animals are kept for profit. Stockpiling means on -site storage of ten cubic yards or more of soil and/or aggregate in a concentrated state where the material is intended to be distributed throughout the site or exported from the site. Street means a dedicated public right-of-way not less than 50 feet in width which affords a primary means of access to abutting property. Street or road, private, means any private way set aside as a permanent right-of-way for vehicular access 50 feet or more in width. Structure means anything which is built, constructed or erected, an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner, which requires a location on, below or above the ground, land or water, or attached to something having a location on the ground, land or water. Study and research center means one or more structures, together with the land used in connection therewith, whether contiguous or standing separately, including any building used as a temporary or permanent residence, or a park, nature or playground area, owned or operated by one or more nonprofit charitable, scientific or educational organizations, and used primarily as a center for study, learning, research or educational oriented conferences. Use means the purpose or activity for which the land or building is designated, arranged or intended, or for which it is occupied, utilized or maintained, and shall include the performance of such activity as defined by the performance standards of this chapter. Use, conditional, means those occupations, vocations, skills, arts, businesses, professions or uses specifically designated in each zoning use district which, for their respective conduct, exercise or performance in such designated use districts, may require reasonable but special, peculiar, unusual or extraordinary limitations, facilities, or regulations in such use district for the promotion or preservation of the general public welfare, health, convenience or safety in such use and in the city and, therefore, may be permitted in such use district only by a conditional use permit, which is designed to meet the problem that arises where certain uses, although generally compatible with the basic use classification of a particular zone, should not be permitted to be located as a matter of right in every area included within the zone because of hazards inherent in the use itself or special problems which its proposed location may represent. Use, permitted, means a use which may be lawfully established in a particular district, provided it conforms with all requirements, regulations and performance standards (if any) of such districts. Use, principal, means the main use of land or buildings as distinguished from subordinate or accessory uses. A principal use may be either permitted or conditional. Use, secondary, means a use of land or of a building or a portion which is subordinate to and does not constitute the primary use of the land or building. Wholesale greenhouse means an area, building or structure used for the storage, cultivation or transplantation of live trees, shrubs or plants that are not offered for retail sales on the premises. Created: 2025-07-31 14:51:25 [EST] Page 9 of 20 303 Yard means a required open space on a lot, which is unoccupied and unobstructed by a structure from its lowest ground level to the sky except as expressly permitted in this chapter. A yard shall extend along a lot line and at right angles to such lot line to a depth or width specified in the yard regulations for the district in which such lot is located. Yard, front, means a yard extending across the front of a lot between the side yard lines and lying between the front street line of the lot and the required front yard setback line, which front yard shall be provided on both street frontages of corner lots and double -frontage lots. A lakeshore lot shall not be considered as having a front yard, but rather shall be considered as having a lakeshore yard on one side of the building and a rear yard on the other side of the building. Yard, lakeshore, means a yard lying between the natural ordinary high-water mark of a public water and a line parallel to it at the shore setback. Yard, rear, means a yard lying between the required rear yard setback line and rear line of the lot, for the full width of the lot. On a lakeshore lot, the rear yard shall be the yard which fronts on the street lying between the street line of the lot and the required rear yard setback line. Yard requirements means those requirements which relate exclusively to the size of yard areas when such are required within specific zoning districts. Yard, side, means a yard extending along the side lot line between the front and rear yards, having a width as specified in the yard regulations for the district in which such lot is located. Yard, side street means a side yard abutting a side street. (Code 1984, § 10.02; Code 2003, § 78-1; Ord. No. 94(2nd series), § 1, 5-13-1991; Ord. No. 97(2nd series), § 1, 8-26- 1991; Ord. No. 101(2nd series), § 2, 2-24-1992; Ord. No. 122(2nd series), § 1, 12-13-1993; Ord. No. 161(2nd series), § 1, 6-7-1997; Ord. No. 221(2nd series), § 2, 9-23-2002; Ord. No. 18(3rd series), §§ 1, 2, 9-27-2004; Ord. No. 28(3rd series), § 2, 8-22-2005; Ord. No. 32(3rd series), § 1, 3-27-2006; Ord. No. 37(3rd series), §§ 1, 2, 2-12-2007; Ord. No. 47(3rd series), § 1, 7-28-2008; Ord. No. 52(3rd series), § 1, 11-24-2008; Ord. No. 68(3rd series), § 3, 2-8-2010; Ord. No. 75(3rd series), § 2, 7-12-2010; Ord. No. 79(3rd series), § 1, 11-8-2010; Ord. No. 82(3rd series), § 1, 12-13-2010; Ord. No. 90(3rd series), § 1, 12-12-2011; Ord. No. 94(3rd series), § 1, 9-24-2012; Ord. No. 100(3rd series), § 9, 2-25- 2013; Ord. No. 106(3rd series), § 26, 6-10-2013; Ord. No. 139(3rd series), § 2, 2-23-2015; Ord. No. 150(3rd series), § 1, 6-8-2015; Ord. No. 156(3rd series), § 1, 8-10-2015; Ord. No. 160(3rd series), § 1, 11-9-2015; Ord. No. 167(3rd series), § 1, 4-11-2016; Ord. No. 170(3rd series), § 1, 6-13-2016; Ord. No. 173(3rd series), § 1, 6-27-2016; Ord. No. 206(3rd series), § 1, 5-14-2018; Ord. No. 222(3rd series), § 1, 12-10-2018; Ord. No. 243(3rd series), § 1, 4-13-2020; Ord. No. 254(3rd series), § 1, 2-8-2021; Ord. No. 257(3rd series), § 1, 5-10-2021; Ord. No. 264(3rd series), § 1, 11- 22-2021; Ord. No. 279(3rd series), § 1, 11-14-2022; Ord. No. 284(3rd series), § 1, 11-13-2023; Ord. No. 303(3rd series), § 1, 4-8-2024; Ord. No. 306(3rd series), § 1, 11-12-2024; Ord. No. 310(3rd series), § 1, 12-9-2024) Sec. 6.12.5910. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning. Unless specifically defined in this section, words or phrases used in this article shall be interpreted as defined elsewhere in this chapter. All distances, unless otherwise specified, shall be measured horizontally. Animal feedlot means a lot or building or combination of lots and buildings intended for the confined feeding, breeding, raising or holding of animals and specifically designed as a confinement area in which manure may accumulate, or where the concentration of animals is such that a vegetative cover cannot be maintained within the enclosure. For purposes of this Code, open lots used for the feeding and rearing of poultry (poultry ranges) shall be considered as animal feedlots. Pastures shall not be considered as animal feedlots when the area enclosed as pasture is equal to or greater than 1.0 acre per animal unit. Created: 2025-07-31 14:51:25 [EST] Page 10 of 20 304 Bluff means a topographic feature, such as a hill, cliff or embankment, having the following characteristics (an area with an average slope of less than 18 percent over a distance of 50 feet or more shall not be considered part of the bluff): (1) Part or all of the feature is located in a shoreland area; (2) The slope rises at least 25 feet above the ordinary high-water level of the water body; (3) The grade of the slope from the toe of the bluff to a point 25 feet or more above the ordinary high- water level averages 30 percent or greater; and (4) The slope must drain toward the water body. Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. Bluff, toe of the, means the lower point of the lowest 50-foot segment with an average slope exceeding 18 percent. If the lowest such point is lakeward of the OHWL, the OHWL will be defined as the toe. Bluff, top of the, means that point on the cross section of a bluff below which the slope becomes more than 18 percent and above which the average slope for a distance of 50 feet or more is 18 percent or less. Commercial use means the principal use of the land and/or buildings for the sale, lease, rental or trade of products, goods and services. Deck means a horizontal, unenclosed platform with or without attached railings, seats, trellises or other features, attached or functionally related to a principal use or site. Duplex, triplex and quad mean a dwelling structure on a single lot, having two, three and four units, respectively, being attached by common walls and each unit equipped with separate sleeping, cooking, eating, living and sanitation facilities. Dwelling site means a designated location where a dwelling unit is intended to be constructed. Dwelling site, transient, means a designated location for temporary or transient residential use by one or more persons using temporary or movable shelter, including camping and recreational vehicle sites. Dwelling unit means a building or a portion of a building designed or intended to be occupied exclusively for residential purposes, including provisions for sleeping, eating, cooking and sanitation for not more than one family, but not including rooms in motels, hotels, nursing homes, boardinghouses, nor trailers, tents, cabins, recreational vehicles, nor lodging rooms. Extractive use means the use of land for surface or subsurface removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals, and peat not regulated under Minn. Stats. §§ 93.44 through 93.51. Forest land conversion means the clear cutting of forested lands to prepare for a new land use other than reestablishment of a subsequent forest stand. Industrial use means the use of land or buildings for the production, manufacture, warehousing, storage or transfer of goods, products, commodities or other wholesale items. Intensive vegetation clearing means the complete removal of trees or shrubs in a contiguous patch, strip, row or block. Ordinary high-water level (OHWL) means the boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high-water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high-water level is the operating elevation of the normal summer pool. The designated OHWL has been determined by the state department of natural resources for certain water bodies as shown in section 6.12.5970. Created: 2025-07-31 14:51:31 [EST] Page 11 of 20 305 Planned unit development (PUD) means a type of development characterized by a unified site design for a number of residential dwelling units or nonresidential sites on a parcel, whether for sale, rent or lease, often involving clustering of units or sites to provide areas of common open space or a mixture of structure types and land uses. Two types of PUD are provided for in this chapter: (1) Planned residential development (PRD), in which the nature of allowed uses is nontransient residential, including attached and detached single-family or multiple -family dwellings, subject to the limitations provided for in each zoning district. (2) Planned unit development (PUD), Highway 12 Corridor, in which the nature of allowed uses may include residential, commercial, institutional, public and semipublic uses as set forth in the city's comprehensive plan amendment No. 2, and it is limited to areas within the Highway 12 Corridor as defined in that amendment. The Highway 12 PUD offers a mixture of land uses, housing types and densities. Note: No properties which could be developed via the Highway 12 PUD are within the shoreland overlay district. Public use means the use of land by the general public or by a public agency on behalf of the general public, for any purpose. Public waters means any waters as defined in Minn. Stats. § 103G.005, subds. 15 and 16. Semipublic use means the use of land by a private, nonprofit organization to provide a public service that is ordinarily open to some persons outside their regular constituency of the organization. Sensitive resource management means the preservation and management of areas unsuitable for development in their natural state due to constraints such as shallow soils over groundwater or bedrock, highly erosive or expansive soils, steep slopes, susceptibility to flooding, or occurrence of flora or fauna in need of special protection. Sewage treatment system means septic tanks and a soil absorption system or other type of on -site sewage treatment system as described in chapter 5.24, article II. Sewerage system means pipelines or conduits, pumping stations and force main, and all other construction, devices, appliances, or appurtenances used for conducting sewage or industrial waste or other wastes to a point of ultimate disposal. Shore impact zone means land located between the ordinary high-water level of a public water and a line parallel to it at a setback of 50 percent of the structure setback. Shore setback zone means land located between the ordinary high-water level of a public water and a line parallel to it at the structure setback. Shoreland means land located within 1,000 feet from the ordinary high-water level of a lake, pond or flowage and 300 feet from a river or stream, or the landward extent of a floodplain designated by ordinance on a river or stream, whichever is greater. Where topographic divides occur at lesser distances from the involved water, the limits of shoreland have been modified per the official map entitled "Shoreland Overlay District," on file at the city offices. Significant historic site means any archaeological site, standing structure or other property that meets the criteria for eligibility to the National Register of Historic Places or is listed in the state register of historic sites, or is determined to be an unplatted cemetery that falls under the provisions of Minn. Stats. § 307.08. An historic site meets these criteria if it is presently listed on either register or if it is determined to meet the qualifications for listing after review by the state archaeologist or the director of the state historical society. All unplatted cemeteries are automatically considered to be significant historic sites. Steep slope means lands having average slopes of 12 percent or greater as measured over horizontal distances of 50 feet or more, that are not bluffs. Created: 2025-07-31 14:51:31 [EST] Page 12 of 20 306 Surface water -oriented commercial use means the use of land for commercial purposes, where access to and use of a surface water feature is an integral part of the normal conductance of business. Variance means the same as that term is defined or described in Minn. Stats. ch. 462. Water -oriented accessory structure or facility means a small, aboveground building or other improvement, except stairways, fences, docks and retaining walls, which, because of the relationship of its use to a surface water feature, reasonably needs to be located closer to public waters than the normal structure setback. Examples of such structures and facilities include boathouses, gazebos, screen houses, fish houses, pump houses, lock boxes, and detached decks. Wetlands shall have the same meaning as the term "protected wetlands" in section 6.12.8110. (Code 2003, § 78-1211; Ord. No. 101(2nd series), § 1(10.56(3)), 2-24-1992; Ord. No. 126(2nd series), § 1, 4-25- 1994; Ord. No. 127(2nd series), §§ 2-4, 7-11-1994; Ord. No. 28(3rd series), § 16, 8-22-2005; Ord. No. 59(3rd series), § 1, 5-11-2009; Ord. No. 94(3rd series), § 5, 9-24-2012; Ord. No. 130(3rd series), § 1, 1-26-2015) Sec. 6.12.6240. Placement of buildings and structures on lots. When more than one setback applies to a site, buildings, structures, and facilities must be located to meet all setbacks. Buildings and structures shall be located as follows: (1) Building, structure, and on -site sewerage system setbacks (in feet) from ordinary high-water level. Public Water Classification Setbacks Building/Structure Sewage Treatment System Unsewered Sewered NE 150 150 150 RD 100 75 75 GD 75 75 75 Tributary 100 75 75 (2) Additional building and structure setbacks. The following additional setbacks apply, regardless of the classification of the water body: Setback from: Setback (in feet) Top of bluff 30 Unplatted cemetery 50 Right-of-way line of federal, state or county highway and local 301 public and private roads Except for accessory buildings on lakeshore lots as regulated in this chapter and except for buildings and structures subject to less restrictive side yard adjacent to street setbacks as regulated in the various zoning districts. (3) Bluff impactzones. Buildings, structures and accessory facilities, except stairways, landings and lock boxes, must not be placed within bluff impact zones. (4) Uses without water -oriented needs. Uses without water -oriented needs must be located on lots or parcels without public waters frontage, or, if located on lots or parcels with public waters frontage, must either be set back double the normal ordinary high-water level setback or be substantially Created: 2025-07-31 14:51:31 [EST] Page 13 of 20 307 screened from view from the water by vegetation or topography, assuming summer, leaf -on conditions. (5) Fences, docks, retaining walls. No fence shall be placed within the shore setback zone. Portions of dock located landward of the OHWL shall be considered as a landing, subject to the regulations for landings per section 6.12.6270. Retaining walls within the shore setback zone may be permitted according to the following: a. A retaining wall may be constructed within the shore setback zone if it is an integral part of a permitted lake access stair and the retaining wall is designed to be the minimum size necessary. b. A replacement retaining wall, including a change in material, may be permitted within a definedt4e bluff, bluff setback, or shore setback zone when all of the following conditions are met: 1. The wall is under four feet in height, and in the same location; and 2. The existing wall shows signs of failure. 3. The wall is screened by deep-rooted, native vegetation so as not to be visible from the waterbody in year-round conditions. C. A- new retaining wall, or an F^;texpanded replacement walls four feet in height or greater, constructed within a defined bluff, bluff setback, or shore setback zone a replacement -all four feet ;n height or eat^.. -and/or any new ally shall require a conditional use permit. All -New walls and replacement vialls ^ eateF than f^„r feet an height must meet the following conditions. . 1. The walls are used only se&4Ped-to correct an existing erosion or slope stability ^�*^Nosh^^' eresie_R problem documented by a licensed professional engineer, and not for aesthetic reasons; and 2. The walls must be screened by deep-rooted, native vegetation so as not to be visible from the waterbody in year-round conditions;Suitable given the demonstrated need] and 3. The number, height, and length of the walls are the minimum necessary to control the erosion or slope stability problem and are not taller than 4 feet or longer than 10 feet, unless the licensed professional engineer determines that a larger wall is necessary to correct the documented erosion or slope stability problem^^&^^^daV ^ ^4&� .- land'; ape -...,hiteet .J.,p.,n.Jing a preject s e; and 4. A landscape plan is required to identify vegetative removals in the location of the new/replacement walls to ensure removals are limited to the minimum necessary to support the installation of the walls, subject to- Sec. 6.12.6300. Replacement plantings must consist of deep rooted native vegetative to provide necessary support for the slope. clDesigned t^ be the ^^ y t^ ^ ^tree the eresien pFeblen+.If the project includes work at or below the OHWL or within WCA iurisdictional wetland, that portion of the project must be approved and/or permitted by the appropriate governing agency. (6) Average lakeshore setback. No principal or accessory building shall be located closer to the ordinary high-water line (OHWL) on a lakeshore lot than the average distance from the shoreline of existing principal buildings on adjacent lots; this does not apply to patios and other accessory structures less than 42 inches above existing grade and/or stairways, lifts, landings, lockboxes, flagpoles and pump houses. Further, the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the principal buildings on the immediately adjacent lakeshore lots. Created: 2025-07-31 14:51:31 [EST] Page 14 of 20 308 In situations where improvement is proposed on a lot adjacent to a vacant lot or right-of-way, the average lake shore setback shall be equivalent to the setback of the most lakeward protrusion of the principal building on the immediately adjacent improved lakeshore lot. In situations where the average lake shore setback line bisects the principal building located on either adjacent lot, the next most adjacent lake side point of the bisected principal building shall be used for determining the average lakeshore setback. If the line continues to bisect the principal building, the next most lakeside point is to be used until the setback line does not bisect the principal building on an adjacent lot. (Code 2003, § 78-1279; Ord. No. 101(2nd series), § 1(10.56(16)(C)), 2-24-1992; Ord. No. 11(3rd series), § 1, 5-24- 2004; Ord. No. 106(3rd series), § 28, 6-10-2013; Ord. No. 157(3rd series), § 1, 8-10-2015; Ord. No. 222(3rd series), § 19, 12-10-2018; Ord. No. 234(3rd series), § 1, 10-14-2019; Ord. No. 243(3rd series), § 2, 4-13-2020; Ord. No. 284(3rd series), § 3, 11-13-2023; Ord. No. 303(3rd series), § 2, 4-8-2024) Sec. 6.12.6940. Permitted encroachments. (a) The following shall not be considered to be encroachments on yard setback requirements: (1) Chimneys, flues, belt courses, leaders, sills, pilasters, lintels, ornamental features, cornices, eaves, gutters, and similar building elements, provided they do not extend more than two feet into a required yard. (2) Nameplate signs for one -family dwellings subject to the provisions of article X, division 4 of this chapter; lights for illuminating parking areas, loading areas or yards for safety and security purposes, provided the direct source of light is not visible from the public right-of-way or adjacent residential property and is located at least five feet from the front lot line; public utility poles and overhead lines; mailboxes. (3) Steps, sidewalks, uncovered porches, stoops, or similar structures which do not extend above the height of the ground floor level of the principal building and extend to a distance of not less than two feet from any lot line. (4) Bays, cantilevers, and fire escapes. In side or rear yards only, the following encroachments are permitted: Bays and/or cantilevers which are not part of the defined building footprint, may extend up to two feet into the required side or rear yard, provided the aggregate area of the bays and/or cantilevers is not more than 20 square feet; and Fire escapes not exceeding a width of three feet and a depth of four feet. (5) Driveways and parking areas when constructed, located, and used in compliance with other provisions contained within this chapter. Driveways and parking areas may extend to within five feet of a side lot line. (6) Retaining walls, planters, and similar structures, subject to the following provisions: Retaining walls, planters and similar structures may be located in al eafront, rear, or side yards when all of the following conditions are met: The structure is located at least ten feet from the edge of the traveled roadway; The structure is not located within a drainage, utility, or other easement, except upon approval in writing for an encroachment agreement by the city; or similar approval from another regulatory and/or utility agency; Created: 2025-07-31 14:51:31 [EST] Page 15 of 20 309 The structure creates no impacts to drainage direction, rate, or volume for adjacent properties. The structure is two feet in height or less above the existing grade. Retaining walls, planters, and similar structures exceeding two feet in height above existing ground level or which a emust be located less than five feet from a side property line. C. Retaining walls, planters, and similar structures exceeding the allowed height of a fence shall be located to meet the required accessory structure setbacks established for that yard. d. Retaining walls exceeding 42 inches in height, as measured from existing grade, shall not be located lakeward of the average lakeshore setback as defined within Section 6.12.6240(5). (7) Window wells including those for fire egress which do not extend more than five feet from the building, and are no closer than two feet to the property line. (8) Air conditioning or heating equipment may be located within a required yard but shall be located within five feet of the building it serves; shall not be located within an existing or required drainage and/or utility easement; and shall be located at least five feet from any lot line. (9) Fences erected in all zoning districts are considered a permitted encroachment when they conform to the standards listed below. A fence shall be located a minimum of ten feet from the edge of the paved, traveled roadway. The following words, terms and phrases, when used in this subsection (a)(9), shall have the meanings ascribed to them in this subsection, except where the context clearly indicates a different meaning: Fence height means the measurement from the top of any part of the fence, including posts or other structural supports, lattice, ornate top design elements, and so forth measured to the existing ground level below the fence, as measured perpendicular to the slope (see Drawing: Fence Height Measurement on Sloped Site). Exception: Post finials extending above the top of the fence shall not be deemed as part of the fence for height determination purposes as long as they do not exceed ten inches in width per finial and do not extend above the top of the fence by more than six inches. Fence monument means a fence monument is a permanent structure or object, with or without a footing, made with masonry or stone materials, used in place of, and functioning as a post that supports a fence. Permanent fence means a fence that is installed in a fixed or enduring manner that is not intended for a seasonal or temporary purpose. Temporary fence means a fence that is not permanently secured or anchored to the ground by posts or affixed footings, and is installed and removed on a limited term or seasonal basis such as: snow fences, garden fences, seasonal recreational fences such as hockey boards; fences installed for safety or access management purposes for special events; and fences installed for the duration of a construction project such as silt fences, erosion control bioretention logs, and septic drainfield site protection fences. Created: 2025-07-31 14:51:32 [EST] Page 16 of 20 310 Drawing: Fence Height Measurement on Sloped Site Nonlakeshore lots. Fences and walls within a required front yard or side street yard shall not exceed a height of 42 inches above existing ground level. Fences and walls within a required rear or side yard shall not exceed a height of six feet above existing ground level. Lakeshore lots. Fences within the required street (rear) yard or side street yard of a lakeshore lot shall not exceed 42 inches above existing ground level. Exception: A fence not exceeding six feet in height may be located along the street lot line, and within the rear street setback of a lake frontage lot which abuts a major thoroughfare. A major thoroughfare for purposes of this section means any county road or state highway. If such fence involves fill or berming, the total combined height of both fence and fill shall not exceed six feet above the height of the crown of the major thoroughfare. Fences within the required side yard of a lakeshore lot shall not exceed six feet in height_ Fences-,a;+d= shall not exceed 42 inches in height for any portion located .,,rj.,eent preperty abutting the side yard i tii,.ti the f .mee is imeatedlakeward of the averaeelakeshore setback. Fences shall not be constructed within the defined lakeshore yard of a lakeshore lot, i.e., shall not be located within 75 feet of the shoreline for general development lakes, 100 feet for recreational lakes, or 150 feet for natural environment lakes. When the building site of a lakeshore lot is separated from the lakeshore by a public or private road, the following definitions will apply for fence location purposes subject to the provisions of this section: When the yard on the opposite side of the building site from the lake does not abut a street, such yard shall be considered as a standard rear yard. The yard between the building site and the street shall be considered as a standard front yard. C. Special provisions. Split rail fences of no more than three rails within a required front, street or side street yard may have a maximum top rail height of 48 inches above existing ground level. Board rail fences within a front, street or side street yard for the specific purpose of enclosing Created: 2025-07-31 14:51:32 [EST] Page 17 of 20 311 permitted domestic animals may have a top rail height of 60 inches and shall be no more than 50 percent opaque. d. Intersection sightline obstruction prohibited. No fence shall be installed so as to obstruct a required clear view at street intersections as required by section 6.12.6760. e. Fence construction and maintenance. 1. The owner of a fence shall maintain it in a condition of reasonable repair and appearance and shall not allow it to become or remain in disrepair or in a dangerous condition. 2. Fences shall be installed with the finished side facing neighboring properties or the street. The term "finished side" means that side having no structural supports. 3. Fencing materials shall consist of permanent all weather products. 4. Temporary fencing shall not be allowed to remain on the property following final inspection, or issuance of a certificate of occupancy for a permitted construction project, or protection of property during a similar project or winter conditions. The term "winter conditions" means October 15 through March 31 of the following year. Temporary fencing associated with a special event shall be removed within seven days of the end of such event. Temporary fencing materials shall not be allowed to remain on a permanent basis on a parcel. 5. Existing fences that are legally nonconforming as to location, height, design, or other characteristics may be replaced in kind. (10) Fence monument, as part of a fence erected in all residential zoning districts are considered as a nonencroachment when it conforms to the following standards: a. Property corners shall be located and identified (staked); b. Fence monuments must be set back a minimum of five feet from all property boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; C. An individual fence monument shall be limited to a maximum footprint of six square feet; d. Fence monuments may not exceed the maximum allowed height of the associated fence, including any appurtenances. Any fence monument exceeding the maximum height must meet accessory structure setbacks for the appropriate district; e. Building permit requirements: 1. A building permit is required if footings are proposed; 2. Construction plans with footing details are required to be submitted for permit approval; 3. If the fence and/or fence monuments exceed six feet in height, a building permit is required. (11) Entrance monuments, defined for the purpose of this section as a nearly permanent physical structure or object, natural or artificial, used to depict an entrance to the property, erected in all residential zoning districts are considered nonencroachments when they conform with the following standards: a. Each monument, with a maximum of two per approved driveway access, shall be limited to a single pillar with a footprint measuring no larger than 25 square feet and no length to exceed five feet; b. The monument must be setback a minimum of five feet from all property boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; Created: 2025-07-31 14:51:32 [EST] Page 18 of 20 312 C. Plans and/or elevation views of the proposed monuments are required to be submitted for approval by the planning director; d. All signage proposed for the monuments must comply with article X, division 4 of this chapter; e. The monuments are limited to eight feet in height, including any appurtenances. Any monument exceeding the maximum height must meet principal structure setback requirements; f. When more than one monument is proposed, and serving two or fewer residences, a minimum horizontal width of 16 feet is required between them; g. When more than one monument is proposed, and serving three or more residences, a minimum horizontal width of 22 feet is required between them; h. Lighting is allowed, in conformance with section 6.12.7780 and at the discretion of the planning director. i. A building permit is required for installation and the property corners must be located for inspection purposes. (12) Gates, when proposed, must meet the following requirements: a. The gate must open into the property not outward towards the right-of-way; b. Gates serving two or fewer residences shall have a minimum horizontal width of 14 feet in the full open position; C. Gates serving three or more residences shall have a minimum horizontal width of 20 feet in the full open position; d. For all properties, gate height may not exceed the height of the monument, measured from grade, unless principal structure setbacks are met (if monuments are not proposed then gate height shall be regulated in accordance with the fence height regulations of subsection (a)(9) of this section; e. For locked and/or secured gates, a Knox box meeting the standards set forth by the police and fire department must be provided for emergency access; and f. On major thoroughfares the monuments and gates must be located 40 feet from the paved, traveled road to allow for vehicle stacking. A major thoroughfare for the purposes of this section means any county road or state highway. (13) Lawn irrigation systems are permitted in any required yard. Non -pressurized lines for irrigation systems may be installed in the adjacent right-of-way, at the system owner's risk. The system owner shall relocate or remove the lawn irrigation system from the right-of-way at the system owner's expense in the event said relocation or removal is required by the city or other utility company authorized to use the city right-of-way. The system owner shall defend, indemnify, and hold harmless the city its officials, and employees from and against any and all claims, liability for loss, damage, or injury arising directly or indirectly from the lawn irrigation system or to the system that is in the right-of-way. (b) The following shall not be considered to be encroachments on structure height requirements: (1) Parapet walls that extend no more than three feet above the height of the building. (2) HVAC cooling towers. (3) Elevator penthouses. (Code 1984, § 10.03(15); Code 2003, § 78-1405; Ord. No. 211(2nd series), §§ 1-5, 11-26-2001; Ord. No. 12(3rd series), § 1, 5-24-2004; Ord. No. 30(3rd series), § 1, 11-28-2005; Ord. No. 43(3rd series), § 1, 2-25-2008; Ord. No. 106(3rd series), § 22, 6-10-2013; Ord. No. 139(3rd series), § 1, 2-23-2015; Ord. No. 140(3rd series), § 1, 3-23-2015; Created: 2025-07-31 14:51:32 [EST] Page 19 of 20 313 Ord. No. 170(3rd series), §§ 3, 4, 6-13-2016; Ord. No. 188(3rd series), § 1, 3-22-2017; Ord. No. 189(3rd series), § 5, 4-10-2017; Ord. No. 209(3rd series), § 1, 6-11-2018; Ord. No. 222(3rd series), § 22, 12-10-2018; Ord. No. 272(3rd series), § 1, 6-13-2022; Ord. No. 299(3rd series), § 10, 3-11-2024) Created: 2025-07-31 14:51:32 [EST] Page 20 of 20 314 Summary of Landscaping Standards The proposed language (below) outlines new standards for retaining walls within the 75 foot Lakeshore setback for CUP -required retaining wall projects. Currently proposed language under the lakeyard CUP conditions: A landscape plan is required to identify vegetative removals in the location of the new and/or replacement walls to ensure removals are limited to the minimum necessary to support the installation of the walls, subject to Sec. 6.12.6300. Replacement plantings must consist of deep rooted, native vegetation to provide necessary support for the slope. Planning Commission Comments and Suggestions: • The Planning Commission disagreed with requiring replacement of landscaping for the entire project area. The Commission felt that would be a burden on property owners. The Commission also felt that the city's ability to enforce the specific landscaping to remain in place once the project was completed would be limited. • The Commission was supportive of requiring vegetative screening of the walls and noted it is important for the screening requirement to be separate from the landscaping replacement standard. • Some Commissioners were okay with requiring native plantings but felt that the "deep rooted" condition was too specific or excessive. • Commissioners discussed using the language "in -kind" to allow owners to maintain sod/lawn in the disturbed areas. The Commission suggested the following alternative language: A site plan is required to verify vegetation replacement, in the disturbed soil areas of the project. Replacement vegetation should be similar in nature to the removed vegetation and should include native plants to address erosion. 315 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Laura Oakden, Community Development Director Date: October 20, 2025 Subject: #LA25-000039, Text Amendments regarding Retaining Walls within Definitions (Sec 6.12.010); Shoreland Overlay District (Sec 6.12.6240); and Permitted Encroachments (Sec 6.12.6940) Application Summary: The City of Orono is proposing an ordinance to amend the Zoning Code to clarify retaining walls standards within the Shoreland Overlay District and the allowances within the required yard setback areas under the Permitted Encroachments section. Staff Recommendation: Planning Department Staff recommends approval. Background The City of Orono regulates retaining walls within required yard areas as permitted encroachments, and within the Lakeshore setback and bluff areas within the Shoreland Overlay District. Earlier this summer, the City Council directed staff to clarify the conditional use permit standards for retaining walls in bluff areas and within the lakeshore setback. During the review of the City Code staff identified additional areas requiring clarification for retaining wall allowances within Section 6.12.6940, Permitted Encroachments pertaining to retaining walls throughout the city. Summary of Proposed Changes: City Code Section Applicable Area Description of Changes 6.12.010 Definitions Adding language to clarify how tiered wall systems are measured. 6.12.6240 Placement of buildings and structures on Adding a requirement for a landscape plan that includes lots (Shoreland Overlay District): native vegetation to screen walls from the lake. Administrative standards for Retaining Walls in Bluffs and the Lakeshore Setback 6.12.6240 Placement of buildings and structures on Modify the existing standards to be clearer and more lots (Shoreland Overlay District): enforceable including the following requirements: • Walls must be the minimum necessary (# and size) Conditional Use Permit Standards for . The walls must correct an existing erosion/stability issue Retaining Walls in Bluffs and the • Require a landscape plan to include native vegetation to Lakeshore Setback screen the walls from the lake 6.12.6940 Permitted Encroachments within required . Clarifies how much and where the walls are allowed to yard areas (All Districts): encroach (front, side, and rear yards) • Add reference to the 42-inch height limitation within the Allowances for retaining wall average lakeshore setback encroachments within required yard areas. 6.12.6940 Permitted Encroachments within required Clarify fence regulations to match wording within the yard areas (All Districts): average lakeshore setback text (Sec 6.12.6420). Regulations for fences. Public Comments No comments from the public comments have been received. 316 LA25-000039 October 20, 2025 Page 2 of 2 The MN DNR has reviewed the proposed changes and provided some comments. The comments from the DNR were merged into the draft language for the Planning Commission's review. The Conditional Approval letter from the DNR is attached as an Exhibit. Issues for Consideration 1. Has the Commission identified issues or concerns with the proposed text amendment? Planning Staff Recommendation Staff recommends adopting the proposed language as drafted with the included DNR language. 317 DEPARTMENT OF NATURAL RESOURCES 1200 Warner Road St. Paul, MN 55106 10/02/2025 Laura Oakden Community Development Director City of Orono 2750 Kelley Parkway, Orono, MN 55356 Re: Conditional Approval of City of Orono Shoreland Ordinance Amendment Dear Laura Oakden: Thank you for sending your proposed shoreland ordinance amendment to the DNR for conditional approval review. I am pleased to inform you that the proposed amendment is substantially compliant with the statewide rules (MR 6120.2500 — 6120.3900) and hereby approved, provided the conditions of approval in this letter are met. Ordinance Evaluation We have reviewed the following sections that you propose to amend received on 9/17/2025 for compliance with state shoreland rules. Our conditional approval only applies to the specific sections listed below. Sec. 6.12.010. Definitions. Sec. 6.12.6240. Placement of buildings and structures on lots. Sec. 6.12.6940. Permitted encroachments. Attached is the proposed amendment with my comments, color -coded as follows: Blue Comments. These identify minor errors and omissions that are conditions of approval. These should be corrected before final adoption action is taken. Conditions of Approval The following conditions must be met before the DNR will issue final approval: 1. Return the attached "Ordinance Processing Checklist" and documents identified on the checklist. Next Steps Following are the steps for completing and receiving final DNR approval for your amendment: 1. Revise the amendment based on the conditions listed above. 2. The city council adopts the amendment. Revised 09/26/2024 318 3. Email the completed Ordinance Processing Checklist (attached) and the documents identified on the checklist within 10 days of city council adoption to: a. Ryan Toot: ryan.toot@state.mn.us b. Ordinance.review.dnr@state.mn.us 4. We will review the amendment adopted by the city council for consistency with the above conditions. S. If the adopted amendments are consistent with the conditions, I will send you a "final approval" letter. State rules require DNR final approval of shoreland ordinances and amendments for those ordinances to be effective. A shoreland ordinance is an important land use regulation that helps to protect surface water quality, near shore habitat, and scenic character of Minnesota's public waters. We appreciate your efforts to protect these resources for all present and future Minnesotans. Ryan Toot is available to assist with ordinance technical guidance and to consult with you on other land and water -related projects. Sincerely, mega,n 9C, )w ot/zz- Megan Moore South District Manager Attachments: Proposed Ordinance with DNR comments Ordinance Processing Checklist c: Ryan Toot, DNR Area Hydrologist Ordinance.review.dnr@state.mn.us Revised 09/26/2024 319 Sec. 6.12.010. Definitions. The following words, terms and phrases, when used in this chapter, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning. Unless specifically defined in this section, the words and phrases used in this chapter shall have the meanings given to them in chapter 6.20. Accessory dwelling unit (ADU) means a subordinate habitable dwelling unit, which has its own basic requirements of shelter, heating, cooking and sanitation, which is attached or detached from a single-family dwelling. Accessory use, building, orstructure means a use, building, or structure subordinate to and serving the principal use or building on the same lot and customarily incidental to the principal use or building. Agriculture means the utilization of land by raising plants, trees or shrubs or the raising of domestic animals or fowl, or both, for the purpose of selling to secure a profit. Airport and heliport mean any land, water or structure which is used or intended for use for the landing or takeoff of aircraft, and any appurtenant land structure used or intended for use for port buildings or other port structures or right-of-way. Alley means a public right-of-way which affords a secondary means of access to abutting property. Amusement center means a business at one location devoted primarily to the operation of amusement machines as described below and open for public use and participation; or locations with four or more amusements machines and open for public use and participation. Amusement machine means a mechanical amusement device of any of the following types: (1) A machine or electronic contrivance, including "pinball' machines, mechanical miniature pool tables, bowling machines, shuffle boards, electric rifle or gun ranges, miniature mechanical and electronic devices and games or amusements patterned after baseball, basketball, hockey or similar games and like devices, machines or games which may be played solely for amusement and not as a gambling device and which devices or games are played by the insertion of a coin or coins or at a fee fixed and charged by the establishment in which such devices or machines are located, and which contain no automatic payoff devices for the return of money, coins, merchandise, checks, tokens or any other thing or item of value; provided, however, that such machine may be equipped to dispense nominal prizes, such as candy or toys, or coupons or tokens redeemable for such prizes. The term "amusement machine" does not include coin -operated music machines. (2) Amusement devices designed for and used exclusively as rides by children, such as, but not limited to, kiddie cars, miniature airplane rides, mechanical horses and other miniature mechanical devices, not operated as a part of or in connection with any carnival, circus, show, or other entertainment or exhibition. Animal unit means, for one animal unit equivalency, one cow or steer; one horse, donkey, alpaca, or llama; two pigs, three sheep or goats; or 25 fowl. Antenna means any of the following uses, which require an antenna and are subject to the regulations of this chapter: Antenna, personal wireless service, means a device consisting of a metal, carbon fiber, or other electromagnetically conductive rods or elements, usually arranged in a circular array on a single supporting pole or other structure, and used for the transmission and reception of wireless communication radio waves, including cellular, personal communication service (PCS), enhanced specialized mobilized radio (ESMR), paging and similar services, including the support structure. created: 2025-07-31 14:51:25 [EST] Page 1 of 20 320 Antenna, radio and television receiving, means a wire, set of wires, metal or carbon fiber elements, other than satellite dish antennas, used to receive radio, television or electromagnetic waves, including the supporting structure. Antenna, satellite dish, means a device incorporating a reflective surface that is solid, open mesh or bar configured and is in the shape of a shallow dish, cone, horn or cornucopia. Such device is used to transmit and/or receive radio or electromagnetic waves between terrestrially and/or orbitally based uses. The term "satellite dish antenna" includes, but is not limited to, what are commonly referred to as satellite earth stations, TVROs (television, receive only) and satellite microwave antennas and their support structures. Antenna, shortwave radio transmitting and receiving, means a wire, set of wires or a device, consisting of a metal, carbon fiber, or other electromagnetically conductive element used for the transmission and reception of radio waves used for shortwave radio communications, including the supporting structure. Antenna support structure means any building or other structure other than a tower which can be used for location of antennas. Antenna tower means a self-supporting lattice, guyed or monopole structure constructed from grade which supports personal wireless service antennas. Apiary means a collection of hives or colonies of honeybees kept for their honey. Auto reduction yard means a lot or yard where two or more licensed motor vehicles or their remains are kept for the purpose of dismantling, sale of parts, sale as scrap, storage, or abandonment. Automobile repair, major, means general repair, rebuilding of trailers, including body work, framework and major painting service. Automobile repair, minor, means the replacement of any part or repair of any part which does not require the removal of the engine head or pin, engine, transmission or differential; incidental body and fender work; and minor painting and upholstering service when such service is applied to passenger automobiles and trucks not in excess of 7,000 pounds gross rating. Barbershops and beauty shops means a commercial establishment offering cosmetology services which may include hair cutting, coloring, or styling, make-up application or consultation, manicures, and pedicures, and/or which may offer therapeutic massage and body and/or facial treatments such as body packs or wraps, exfoliation, cellulite or heat treatments, body toning, waxing, tanning, aromatherapy, cleansing or medical facials, non -surgical face lifts and other non -surgical cosmetic procedures, electrical toning and electrolysis. Hydrotherapy and steam or sauna facilities, nutrition and weight management, and exercise instruction may be provided in conjunction with such therapeutic massage and body and/or facial treatments. Boardinghouse means a building other than a motel or hotel where, for compensation and by prearrangement for definite periods, meals or lodgings are provided for three or more persons, but not to exceed eight persons. Building means any structure having a roof which may provide shelter or enclosure of persons, animals or chattel; and when the structure is divided by party walls without opening, each portion of such building so separated shall be deemed a separate building. Building footprint means the outline of the total area covered by a building's perimeter at the ground level (to the block/foundation). (1) Carports, covered porches and other similar building features which have no exterior walls shall be included as part of a building footprint by drawing a straight line between the outer edges of all support structures (and the main building if applicable). (2) The outer edge of building protrusions, bay windows or other similar features that extend outward from a building and are less than four feet from the ground shall be considered as part of the building footprint. created: 2025-07-31 14:51:25 [EST] Page 2 of 20 321 Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch -type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. Bulkstation means distributors' warehouses for materials which are stored in tanks above ground in aggregate capacity on the site of 6,000 gallons or more. Camp means a parcel of land with permanent buildings, tents or other structures together with appurtenances thereon, established or maintained as living quarters where both food and lodging or facilities therefore are provided for ten or more people, operated continuously for a period of five days or more each year for educational, recreational, or vacation purposes, and the use of the camp or participation in its programs are provided to adults and/or children free of charge or for payment of a fee. The term "camp" does not include cabin and trailers camps, fishing and hunting camps, resorts, penal and correctional camps, industrial and construction camps, nor does it include homes operated for care or treatment of children and for the operation of which a license is required by state law or structures used as a dwelling. Cannabis producer means a cannabis business licensed or endorsed under Minn. Stats. ch. 342 to cultivate cannabis plants or flowers; manufacture, process, or extract cannabis and cannabis parts; sell cannabis or cannabis products to other cannabis businesses; or transport or deliver cannabis and cannabis products from one cannabis business to another or to consumers. Cannabis retail business means a cannabis business licensed or endorsed under Minn. Stats. ch. 342 to sell cannabis products to consumers, including for on -site consumption, and not for the purpose of resale. The term "cannabis retail business" includes businesses licensed as cannabis retailers, cannabis microbusinesses with a retail endorsement, and cannabis mezzobusinesses with a retail endorsement. Carport means an automobile shelter having one or more sides open. Cellar means that portion of the building having more than half of the floor -to -ceiling height below the average grade of the adjoining ground. Clean fill means all native soils as described in the Unified Soils Classification System. Organic, manmade and reprocessed materials, topsoil and rocks larger than 0.25 cubic yard (2.9 feet diameter) shall not be considered clean fill. Clinic for human care on an outpatient basis only means a place where a group of licensed medical practitioners provide medical treatment or advice on an outpatient only basis. Columbarium means a repository for the interment of cremated human remains within cinerary urns, including the burial of cremated human remains within cinerary urns or inurnment gardens for the burial or scattering of cremated human remains. Columbaria are accessory to places of worship, cemeteries or mausoleums. Commercial kennel means any premises where three or more domestic animals over six months of age are owned, boarded, bred or offered for sale. Commercial operations means operations where business is conducted by the sale or exchange of goods and/or services on the site for money or other valuable consideration. Commercial recreation means indoor amusement centers, bowling alleys, billiard halls, miniature golf, roller and ice skating rinks, driving ranges, movie theaters, gyms, swimming pools, and sports and health facilities. No commercial recreation use shall take place outside of an enclosed building. An air -supported structure shall not be considered a building for purposes of this definition. The term "commercial recreation" does not include an adult use defined in section 6.12.6820(b), any use involving the discharge of a firearm, a Class II restaurant that provides live entertainment, or any permitted or conditional use in the B-2 district. created: 2025-07-31 14:51:25 [EST] Page 3 of 20 322 Cornice means any horizontal decorative molding that crowns a building or wall. County dock means a dock owned and operated by the county for the sole purpose of facilitating lake to ground transportation of patrons in emergency or law enforcement situations. Curb cut means the opening along a street curb line or pavement edge for the purpose of motor vehicle ingress and egress from a roadway. Curb cut width shall include the width of the driveway approach and of the curb returns, if any. Day care means a location licensed by the state department of human services to provide the care of a child in a residence outside the child's own home for gain or otherwise, on a regular basis, for any part of a 24-hour day. Dog boarding means indoor overnight boarding services for more than three dogs aged greater than six months. Dog day care means indoor day care services for more than three dogs aged greater than six months. Dog grooming means a premises where pet grooming services such as bathing, teeth cleaning, haircuts, and nail polishing and trimming are provided. Driveway means a paved or otherwise delineated area on private property for the operation of automobiles and other vehicles. Dry buildable means that portion of the lot not encumbered by the waters of a duly recorded lake or river, wetlands, bluffs, or slopes steeper than 30 percent. Dwelling means a building or part of a building containing independent living, sleeping, housekeeping accommodations, and sanitary facilities for occupancy by one family, intended to be occupied exclusively for residence purposes, but not including rooms in motels, hotels, nursing homes, boardinghouses, nor trailers, tents, cabins or trailer coaches. A dwelling shall not be interpreted to include lodging rooms. Dwelling, attached, means a dwelling which is joined to another dwelling at one or more sides by a party or fire wall or walls. Dwelling, detached, means a dwelling which is entirely surrounded by open space on the same lot. Engineered grade means the elevation of the ground, or any paving or sidewalk built upon it, which has been established on the basis of an engineered grading and drainage plan for the property that has been reviewed and approved by the city for the property. Essential services means the erection, construction, alteration, or maintenance of underground or overhead gas, electrical, steam, or water transmission or distribution systems, collection, communication, supply or disposal systems by public utilities, municipal or other governmental agencies, but not including buildings. Existing ground level means the elevation of the grade at the base of an existing structure, measured at points abutting the foundation wall, or the natural grade of a vacant lot or the engineered grade established by an approved grading plan at the time of final platting or interim use permit. Family means any number of individuals generally, but not necessarily, related by blood or marriage, living together at one location maintaining a common household as a single, nonprofit housekeeping unit, as distinguished from a group occupying a boardinghouse or rooming house, hotel or motel. Family dwelling, multiple, means any structure made up of two or more attached dwellings. Farm animals means cattle, horses, mules, sheep, goats, llamas, alpacas, swine, ponies, ducks, geese, turkeys, chickens or guinea hens. Garage condo means a building or part of a building consisting of individual units for indoor storage of motor vehicles, boats, trailers, or recreational vehicles and such items as are customarily used for the care or upkeep of such motor vehicles, boats, trailers, or recreational vehicles. Individual units are owned or leased and may be created: 2025-07-31 14:51:25 [EST] Page 4 of 20 323 capable of customization, alteration, or expansion by the owners or tenants of the units. The term "garage condo" may include common spaces or office areas. Garage, private, means a detached accessory building or portion of the principal building, including a carport, which is used for storing passenger vehicles, and trailers. Hardcover means a hard surface that prevents or retards entry of water into the soil and causes water to run off the surface in greater quantities and at an increased rate of flow than prior to development. The term "hardcover" includes, but is not limited to, the following: all building footprints, driveways, sidewalks, stepping stones, retaining walls, patios, courts (sport, tennis, etc.), decks, pools, areas used for the extended outdoor storage of vehicles or equipment, and all other similar features or surfaces as determined by the city engineer or city planner. Home occupation means any gainful occupation carried out by the occupant of a residential dwelling unit that occurs within the principal or accessory building on the property and does not change the primary residential use of the property. Level 1 and level 2 home occupations shall be as defined in section 6.12.6810. Hotel means a building containing eight or more guest rooms in which lodging is provided with or without meals for compensation and which is open to transient or permanent guests or both, and where no provision is made for cooking in any guest room, and in which ingress and egress to and from all rooms is made through an inside lobby or office supervised by a person in charge. In -kind, when used in the context of replacement of a nonconforming building or structure, means the replacement of a building or structure completely within the limits (location, height, width, and depth) of the previous building or structure. Junkyard means an area where used, waste, discarded or salvaged materials are bought, sold, exchanged, stored, baled, cleaned, packed, disassembled or handled, including, but not limited to, scrap iron and other metals, paper, rags, rubber products, bottles and lumber. Storage of such material in conjunction with a permitted manufacturing process when within an enclosed area or building shall not be included. Library, public, means a library operated by the county; or a nonprofit library intended for use by the general public. Local street means a residential street maintained by the city and which is not defined as a state highway, county highway, collector, arterial, or a municipal state aid street. Lot area means the area of a lot in a horizontal plane bounded by the lot lines, but not including any area occupied by the waters of a duly recorded lake or river or wetland or area which has been dedicated as public right-of-way. Lot back, means a lot typically separated from a public or private road by another lot and which gains access to the public or private road via a narrow corridor. Such a separated lot is considered to be a back lot when the corridor is platted as an outlot. A separated lot is considered to be a flag lot when the corridor is platted as part of the lot. When the corridor is merely an easement over another lot, the separated lot is considered to be an easement back lot. Lot corner, means a lot situated at the junction of, and abutting on, two or more intersecting streets, or a lot at the point of deflection in alignment of a continuous street, the interior angle of which does not exceed 135 degrees. Lot coverage means the total square footage of all building footprints and structures on a parcel. Lot depth means the mean horizontal distance between the front lot line and the rear lot line of a lot. Lot front, means a lot abutting a public or private road, across which an outlot has been platted for access to a back lot. Lot interior, means a lot other than a corner lot. created: 2025-07-31 14:51:25 [EST] Page 5 of 20 324 Lot line means the property line bounding a lot; except that where any portion of a lot extends into the public right-of-way or a proposed public right-of-way, the line of such public right-of-way shall be the lot line. Lot line, front, means that boundary of a lot which abuts an existing or dedicated public or private street, and in the case of a corner lot it shall be the shortest dimension on a public or private street. If the dimensions of a corner lot are equal, the front lot line shall be designated by the owner and filed in the office of the building inspector. Lot line, rear, means that boundary of a lot which is opposite the front lot line. If the rear lot line is less than ten feet in length, or if the lot forms a point at the rear, the rear lot line shall be a line ten feet in length within the lot, parallel to and at the maximum distance from the front lot line. On a lakeshore lot, the rear lot line is the lot line that is opposite the natural ordinary high-water mark at the lakeshore. Lot line, side, means any boundary of a lot which is not a front lot line or a rear lot line. Lot of record means any lot for which a deed or registered land survey has been recorded in the office of the register of deeds or the registrar of titles for the county prior to January 1, 1975, and after approval by the council if required. Lot through, means a lot which has a pair of opposite lot lines abutting two substantially parallel streets, and which is not a corner lot. On a through lot, both street lines shall be front lot lines for applying this chapter. Lot width means the horizontal distance between side lot lines measured at the following locations: (1) For lots which do not abut a lake or tributary, at the rear of the required front yard, measured parallel to the front lot line. (2) For lots which abut a lake or tributary, at the shoreline measured in a straight line between the points at which the side lot lines intersect the OHWL, and at the required structure setback from the OHWL, measured in a straight line between the points of intersection of the side lot lines with the structure setback line. Manufactured home or mobile home means any type of structure or vehicle which can be readily adapted to or does provide facilities for a person to eat or sleep which is mounted on wheels, has provisions for wheels, or may be loaded on an ordinary flatbed truck, such as a house trailer, converted bus or truck, tent or small building. Motor court, motor hotel, and motel mean a building or group of buildings other than a hotel used primarily as a temporary residence. Motorfreight terminal means a building or area in which freight brought by motor truck or railroad is transferred and/or stored for movement in intrastate shipment by motortruck. Municipal buildings or facilities means only those structures owned and operated by the city. Natural grade means the elevation of the ground surface in its natural state, prior to excavation or filling. Nonconforming structure means any structure legally existing upon January 1, 1975, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this chapter. Nonconforming use means use of land, buildings or structures legally existing on January 1, 1975, which does not comply with all the regulations of this chapter or any amendments to it governing the zoning district in which such use is located. Noxious matter or materials means material capable of causing injury to living organisms by chemical reaction, or is capable of causing detrimental effects on the physical or economic well-being of individuals. Nursery, day, means a use where care is provided for pay for three or more children under kindergarten age for periods of four hours or more per day. created: 2025-07-31 14:51:25 [EST] Page 6 of 20 325 Office means a commercial land use involving predominantly administrative, clerical, or professional operations. Commercial offices may include professional administrative training, but shall not include direct retail commercial transaction activities. Office —Showroom means a commercial land use that is comprised of offices and other indoor floor area in which large or bulk goods are both on display and being warehoused in the same space. Examples of such uses commonly include furniture, building materials, or other similar uses. Characteristics of such uses include a lack of other on -site warehousing. Office —Showroom shall not include direct, on -site retail transactions to the end consumer. Office —Warehouse means a commercial land use that is comprised of offices and other indoor space in which materials and equipment are being stored for shipping to other locations for eventual resale or use. Office — Warehouse does not include on -site retail transactions or display. OHWL means ordinary high-water level. Outdoorstorage means the keeping of materials or equipment on a parcel of land for the purpose of transporting, using or employing such materials or equipment at a future date at another location, either on- or off -site. The keeping of motorized vehicles for more than 24 hours, or other equipment that is not capable of self - powered movement (such as trailers), shall be included in the term 'outdoor storage." Parking means the keeping of passenger automobiles and light trucks for a temporary period (usually less than 24 hours) in a space designated and improved for such use according to the requirements of the zoning ordinance. Parking does not include storage. Pasture means open, non -treed land containing vegetation which can support grazing by horses, cattle or other domestic animals. Calculations of minimum pasture acreage for the keeping of farm animals shall not include any land defined as a wetland or wetland buffer under section 6.12.8110. Performance standards means criteria established to control noise, odor, toxic or noxious matter, vibration, fire and explosive hazards, or glare or heat generated by or inherent in uses of land or buildings. Permeable lining (landscaping fabric) means a porous material used for weed prevention that allows storm water to permeate into the ground. Pervious paver means concrete, asphalt or similar blocks with holes of some kind that allow water to go through the surface into a specialized aggregate base, consistent of an open -graded aggregate, and into the soils below. Pervious surface means naturally occurring ground cover or a variety of types of pavement, pavers and other devices that provide stormwater infiltration while serving as a structural surface. Place of worship means a building or space that is principally used as a place where people of the same faith or religion regularly assemble for worship. The term "place of worship" does not include community education or art centers, schools, instructional centers, day care facilities, family day shelters, conservatories, convention centers, libraries, museums, residential dwellings, recreational and entertainment facilities, theaters or social service distribution facilities. Planning commission means the city planning commission. Public service structures means underground or overhead gas, electrical, steam or water transmission or distribution systems, collection, communication, supply or disposal systems, including poles, wires, mains, drains, sewers, pipes, conduits, cables, fire alarm boxes, traffic signals, hydrants or other similar equipment and accessories, but not including buildings or major structures located above ground level. Personal wireless services and commercial broadcasting antennas and towers shall not be considered public service structures. Residential treatment facility means a location licensed for residential treatment as defined in Minn. Stats. § 245.462, subd. 23, or a facility licensed to provide residential substance use disorder treatment under Minn. Stats. ch. 245G. Created: 2025-07-31 14:51:25 [EST] Page 7 of 20 326 Restaurants (Class 1) means a restaurant in which food is served to the customer and consumed by him while seated at a counter or table, and the restaurant does not serve intoxicating liquor or provide live entertainment. Food is selected by a customer while going through a serving line and taken to a table for consumption. Restaurants (Class 11) means fast food convenience, drive-in and liquor service restaurants; a restaurant where a majority of customers order and are served their food at a counter in packages prepared to leave the premises, or to be taken to a table, counter, automobile or off the premises to be consumed; or a drive-in where most customers consume their food in an automobile regardless of how it is served; or restaurants which serve intoxicating liquor or have live entertainment. ,Retaining wall means a structure designed to hold back and prevent lateral movement of earth. Two or more Formatted: Highlight abutting boulders, 24 inches in diameter or greater, placed to hold back the earth are considered to be a retaining wall. Landscape edging, less than six inches tall, is not considered a retaining wall. Tiered walls are considered a single wai,uniess ine wau,are eacn separaiea py a nonzoniai aisiance twice me neigm or me lower wan. l Formatted: Highlight Separation will be measured from the back of the lower wall to the face of the upper wall. Formatted: Highlight Riding academy means a building, structure or other facility which is used for the instruction and training in the care and handling of horses, mules, donkeys or ponies for a fee or other valuable consideration. Shelter, fallout orblast, means a structure or portion of a structure intended to provide protection to human life during periods of danger to human life from nuclear fallout, blasts, air raids, storms or other emergencies. Sign means any written announcement, declaration, demonstration, display, illustration, insignia or illumination used to advertise or promote the interest of any person when displayed or placed outside in view of the general public, and shall include every detached sign. Sign, advertising (billboard), means a sign which directs attention to a business, community service or entertainment not exclusively related to the premises where such sign is located or to which it is affixed. Sign, business, means a sign which directs attention to a business or profession conducted or to a commodity, service or entertainment sold or offered on the premises on which such sign is located or to which it is affixed. Sign, business, temporary, means a sign permitted for a limited period of time used to advertise or promote the interests of a single- or multi -use commercial or industrial use. A temporary sign may be attached to a principal structure or detached. Such signage shall include mobile/message board signs, banners and balloons that meet all applicable federal and state standards. Sign, flashing, means an illuminated sign on which the artificial light is not maintained stationary or constant in intensity and color at all times in which such sign is in use. Sign, gross area of, means the area within the frame, which shall be used to calculate the square feet; except that the width of the frame exceeding 12 inches shall constitute advertising space; or should such letters or graphics be mounted directly on a wall or fascia or in any such way as to be without a frame, the dimensions for calculating the square footage shall be the area extended six inches beyond the periphery formed around such letters or graphics bounded by straight lines connecting the outermost points; and each surface utilized to display a message or to attract attention shall be measured as a separate sign. Sign, illuminated, means any sign which has characters, letters, figures, designs or outline illuminated by electric lights or luminous tubes as a part of the sign proper. Sign, nameplate, means any sign which states the name or address or both of the business or occupant of the lot where the sign is placed or may be a directory listing the names, addresses and business of occupants. Sports and health facility means a facility where members or nonmembers pay a fee to use equipment or space for the purpose of physical exercise or training. A sports and health facility may include aerobics, weight training, muscular exercise programs, yoga, Pilates, court games, jogging, or other similar activities. It may provide created: 2025-07-31 14:51:25 [EST] Page 8 of 20 327 as an accessory use personal services to patrons, including, but not limited to, therapeutic massage, tanning, saunas, and whirlpools. Stable or barn, private, means a building or structure used or intended to be used for the keeping of hoofed animals belonging to the occupant of the property, and kept for noncommercial purposes. Stable or barn, public, means a building or structure used or intended to be used for housing of horses, mules, donkeys or ponies which are owned by those other than the occupant of the property, where animals may be rented for a fee for riding purposes or where riding lessons may be provided. Stock farm means a parcel of land comprising an area often acres or more that is used to house and feed any number of farm animals when such farm animals are kept for profit. Stockpiling means on -site storage of ten cubic yards or more of soil and/or aggregate in a concentrated state where the material is intended to be distributed throughout the site or exported from the site. Street means a dedicated public right-of-way not less than 50 feet in width which affords a primary means of access to abutting property. Street or road, private, means any private way set aside as a permanent right-of-way for vehicular access 50 feet or more in width. Structure means anything which is built, constructed or erected, an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner, which requires a location on, below or above the ground, land or water, or attached to something having a location on the ground, land or water. Study and research center means one or more structures, together with the land used in connection therewith, whether contiguous or standing separately, including any building used as a temporary or permanent residence, or a park, nature or playground area, owned or operated by one or more nonprofit charitable, scientific or educational organizations, and used primarily as a center for study, learning, research or educational oriented conferences. Use means the purpose or activity for which the land or building is designated, arranged or intended, or for which it is occupied, utilized or maintained, and shall include the performance of such activity as defined by the performance standards of this chapter. Use, conditional, means those occupations, vocations, skills, arts, businesses, professions or uses specifically designated in each zoning use district which, for their respective conduct, exercise or performance in such designated use districts, may require reasonable but special, peculiar, unusual or extraordinary limitations, facilities, or regulations in such use district for the promotion or preservation of the general public welfare, health, convenience or safety in such use and in the city and, therefore, may be permitted in such use district only by a conditional use permit, which is designed to meet the problem that arises where certain uses, although generally compatible with the basic use classification of a particular zone, should not be permitted to be located as a matter of right in every area included within the zone because of hazards inherent in the use itself or special problems which its proposed location may represent. Use, permitted, means a use which may be lawfully established in a particular district, provided it conforms with all requirements, regulations and performance standards (if any) of such districts. Use, principal, means the main use of land or buildings as distinguished from subordinate or accessory uses. A principal use may be either permitted or conditional. Use, secondary, means a use of land or of a building or a portion which is subordinate to and does not constitute the primary use of the land or building. Wholesale greenhouse means an area, building or structure used for the storage, cultivation or transplantation of live trees, shrubs or plants that are not offered for retail sales on the premises. created: 2025-07-31 14:51:25 [EST] Page 9 of 20 328 Yard means a required open space on a lot, which is unoccupied and unobstructed by a structure from its lowest ground level to the sky except as expressly permitted in this chapter. A yard shall extend along a lot line and at right angles to such lot line to a depth or width specified in the yard regulations for the district in which such lot islocated. Yard, front means a yard extending across the front of a lot between the side yard lines and lying between the front street line of the lot and the required front yard setback line, which front yard shall be provided on both street frontages of corner lots and double -frontage lots. A lakeshore lot shall not be considered as having a front yard, but rather shall be considered as having a lakeshore yard on one side of the building and a rear yard on the other side of the building. Yard, lakeshore, means a yard lying between the natural ordinary high-water mark of a public water and a line parallel to it at the shore setback. Yard, rear, means a yard lying between the required rear yard setback line and rear line of the lot, for the full width of the lot. On a lakeshore lot, the rear yard shall be the yard which fronts on the street lying between the street line of the lot and the required rear yard setback line. Yard requirements means those requirements which relate exclusively to the size of yard areas when such are required within specific zoning districts. Yard, side, means a yard extending along the side lot line between the front and rear yards, having a width as specified in the yard regulations for the district in which such lot is located. Yard, side street, means a side yard abutting a side street. (Code 1984, § 10.02; Code 2003, § 78-1; Ord. No. 94(2nd series), § 1, 5-13-1991; Ord. No. 97(2nd series), § 1, 8-26- 1991; Ord. No. 101(2nd series), § 2, 2-24-1992; Ord. No. 122(2nd series), § 1, 12-13-1993; Ord. No. 161(2nd series), § 1, 6-7-1997; Ord. No. 221(2nd series), § 2, 9-23-2002; Ord. No. 18(3rd series), §§ 1, 2, 9-27-2004; Ord. No. 28(3rd series), § 2, 8-22-2005; Ord. No. 32(3rd series), § 1, 3-27-2006; Ord. No. 37(3rd series), §§ 1, 2, 2-12-2007; Ord. No. 47(3rd series), § 1, 7-28-2008; Ord. No. 52(3rd series), § 1, 11-24-2008; Ord. No. 68(3rd series), § 3, 2-8-2010; Ord. No. 75(3rd series), § 2, 7-12-2010; Ord. No. 79(3rd series), § 1, 11-8-2010; Ord. No. 82(3rd series), § 1, 12-13-2010; Ord. No. 90(3rd series), § 1, 12-12-2011; Ord. No. 94(3rd series), § 1, 9-24-2012; Ord. No. 100(3rd series), § 9, 2-25- 2013; Ord. No. 106(3rd series), § 26, 6-10-2013; Ord. No. 139(3rd series), § 2, 2-23-2015; Ord. No. 150(3rd series), § 1, 6-8-2015; Ord. No. 156(3rd series), § 1, 8-10-2015; Ord. No. 160(3rd series), § 1, 11-9-2015; Ord. No. 167(3rd series), § 1, 4-11-2016; Ord. No. 170(3rd series), § 1, 6-13-2016; Ord. No. 173(3rd series), § 1, 6-27-2016; Ord. No. 206(3rd series), § 1, 5-14-2018; Ord. No. 222(3rd series), § 1, 12-10-2018; Ord. No. 243(3rd series), § 1, 4-13-2020; Ord. No. 254(3rd series), § 1, 2-8-2021; Ord. No. 257(3rd series), § 1, 5-10-2021; Ord. No. 264(3rd series), § 1, 11- 22-2021; Ord. No. 279(3rd series), § 1, 11-14-2022; Ord. No. 284(3rd series), § 1, 11-13-2023; Ord. No. 303(3rd series), § 1, 4-8-2024; Ord. No. 306(3rd series), § 1, 11-12-2024; Ord. No. 310(3rd series), § 1, 12-9-2024) Sec. 6.12.5910. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning. Unless specifically defined in this section, words or phrases used in this article shall be interpreted as defined elsewhere in this chapter. All distances, unless otherwise specified, shall be measured horizontally. Animal feedlot means a lot or building or combination of lots and buildings intended for the confined feeding, breeding, raising or holding of animals and specifically designed as a confinement area in which manure may accumulate, or where the concentration of animals is such that a vegetative cover cannot be maintained within the enclosure. For purposes of this Code, open lots used for the feeding and rearing of poultry (poultry ranges) shall be considered as animal feedlots. Pastures shall not be considered as animal feedlots when the area enclosed as pasture is equal to or greater than 1.0 acre per animal unit. created: 2025-07-31 14:51:25 [EST] Page 10 of 20 329 Bluff means a topographic feature, such as a hill, cliff or embankment, having the following characteristics (an area with an average slope of less than 18 percent over a distance of 50 feet or more shall not be considered part of the bluff): (1) Part or all of the feature is located in a shoreland area; (2) The slope rises at least 25 feet above the ordinary high-water level of the water body; (3) The grade of the slope from the toe of the bluff to a point 25 feet or more above the ordinary high- water level averages 30 percent or greater; and (4) The slope must drain toward the water body. Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. Bluff, toe of the, means the lower point of the lowest 50-foot segment with an average slope exceeding 18 percent. If the lowest such point is lakeward of the OHWL, the OHWL will be defined as the toe. Bluff, top of the, means that point on the cross section of a bluff below which the slope becomes more than 18 percent and above which the average slope for a distance of 50 feet or more is 18 percent or less. Commercial use means the principal use of the land and/or buildings for the sale, lease, rental or trade of products, goods and services. Deck means a horizontal, unenclosed platform with or without attached railings, seats, trellises or other features, attached or functionally related to a principal use or site. Duplex, triplex and quad mean a dwelling structure on a single lot, having two, three and four units, respectively, being attached by common walls and each unit equipped with separate sleeping, cooking, eating, living and sanitation facilities. Dwelling site means a designated location where a dwelling unit is intended to be constructed. Dwelling site, transient, means a designated location for temporary or transient residential use by one or more persons using temporary or movable shelter, including camping and recreational vehicle sites. Dwelling unit means a building or a portion of a building designed or intended to be occupied exclusively for residential purposes, including provisions for sleeping, eating, cooking and sanitation for not more than one family, but not including rooms in motels, hotels, nursing homes, boardinghouses, nor trailers, tents, cabins, recreational vehicles, nor lodging rooms. Extractive use means the use of land for surface or subsurface removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals, and peat not regulated under Minn. Stats. §§ 93.44 through 93.51. Forest land conversion means the clear cutting of forested lands to prepare for a new land use other than reestablishment of a subsequent forest stand. Industrial use means the use of land or buildings for the production, manufacture, warehousing, storage or transfer of goods, products, commodities or other wholesale items. Intensive vegetation clearing means the complete removal of trees or shrubs in a contiguous patch, strip, row or block. Ordinary high-water level (OHWL) means the boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high-water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high-water level is the operating elevation of the normal summer pool. The designated OHWL has been determined by the state department of natural resources for certain water bodies as shown in section 6.12.5970. Created: 2025-07-31 14:51:31 [EST] Page 11 of 20 330 Planned unit development (PUD) means a type of development characterized by a unified site design for a number of residential dwelling units or nonresidential sites on a parcel, whether for sale, rent or lease, often involving clustering of units or sites to provide areas of common open space or a mixture of structure types and land uses. Two types of PUD are provided for in this chapter: (1) Planned residential development (PRD), in which the nature of allowed uses is nontransient residential, including attached and detached single-family or multiple -family dwellings, subject to the limitations provided for in each zoning district. (2) Planned unit development (PUD), Highway 12 Corridor, in which the nature of allowed uses may include residential, commercial, institutional, public and semipublic uses as set forth in the city's comprehensive plan amendment No. 2, and it is limited to areas within the Highway 12 Corridor as defined in that amendment. The Highway 12 PUD offers a mixture of land uses, housing types and densities. Note: No properties which could be developed via the Highway 12 PUD are within the shoreland overlay district. Public use means the use of land by the general public or by a public agency on behalf of the general public, for any purpose. Public waters means any waters as defined in Minn. Stats. § 103G.005, subds. 15 and 16. Semipublic use means the use of land by a private, nonprofit organization to provide a public service that is ordinarily open to some persons outside their regular constituency of the organization. Sensitive resource management means the preservation and management of areas unsuitable for development in their natural state due to constraints such as shallow soils over groundwater or bedrock, highly erosive or expansive soils, steep slopes, susceptibility to flooding, or occurrence of flora or fauna in need of special protection. Sewage treatment system means septic tanks and a soil absorption system or other type of on -site sewage treatment system as described in chapter 5.24, article II. Sewerage system means pipelines or conduits, pumping stations and force main, and all other construction, devices, appliances, or appurtenances used for conducting sewage or industrial waste or other wastes to a point of ultimate disposal. Shore impact zone means land located between the ordinary high-water level of a public water and a line parallel to it at a setback of 50 percent of the structure setback. Shore setback zone means land located between the ordinary high-water level of a public water and a line parallel to it at the structure setback. Shoreland means land located within 1,000 feet from the ordinary high-water level of a lake, pond or flowage and 300 feet from a river or stream, or the landward extent of a floodplain designated by ordinance on a river or stream, whichever is greater. Where topographic divides occur at lesser distances from the involved water, the limits of shoreland have been modified per the official map entitled "Shoreland Overlay District," on file at the city offices. Significant historic site means any archaeological site, standing structure or other property that meets the criteria for eligibility to the National Register of Historic Places or is listed in the state register of historic sites, or is determined to be an unplatted cemetery that falls under the provisions of Minn. Stats. § 307.08. An historic site meets these criteria if it is presently listed on either register or if it is determined to meet the qualifications for listing after review by the state archaeologist or the director of the state historical society. All unplatted cemeteries are automatically considered to be significant historic sites. Steep slope means lands having average slopes of 12 percent or greater as measured over horizontal distances of 50 feet or more, that are not bluffs. Created: 2025-07-31 14:51:31 [EST] Page 12 of 20 331 Surface water -oriented commercial use means the use of land for commercial purposes, where access to and use of a surface water feature is an integral part of the normal conductance of business. Variance means the same as that term is defined or described in Minn. Stats. ch. 462. Water -oriented accessory structure orfacility means a small, aboveground building or other improvement, except stairways, fences, docks and retaining walls, which, because of the relationship of its use to a surface water feature, reasonably needs to be located closer to public waters than the normal structure setback. Examples of such structures and facilities include boathouses, gazebos, screen houses, fish houses, pump houses, lock boxes, and detached decks. Wetlands shall have the same meaning as the term "protected wetlands" in section 6.12.8110. (Code 2003, § 78-1211; Ord. No. 101(2nd series), § 1(10.56(3)), 2-24-1992; Ord. No. 126(2nd series), § 1, 4-25- 1994; Ord. No. 127(2nd series), §§ 2-4, 7-11-1994; Ord. No. 28(3rd series), § 16, 8-22-2005; Ord. No. 59(3rd series), § 1, 5-11-2009; Ord. No. 94(3rd series), § 5, 9-24-2012; Ord. No. 130(3rd series), § 1, 1-26-2015) Sec. 6.12.6240. Placement of buildings and structures on lots. When more than one setback applies to a site, buildings, structures, and facilities must be located to meet all setbacks. Buildings and structures shall be located as follows: (1) Building, structure, and on -site sewerage system setbacks (in feet) from ordinary high-water level. Public Water Classification Setbacks Building/Structure Sewage Treatment System Unsewered Sewered NE 150 150 150 RD 100 75 75 GD 1 75 75 75 Tributary 1 100 75 1 75 (2) Additional building and structure setbacks. The following additional setbacks apply, regardless of the classification of the water body: Setbackfrom: Setback (in feet) Top of bluff 30 Unplatted cemetery 50 Right-of-way line of federal, state or county highway and local 301 public and private roads 1 Except for accessory buildings on lakeshore lots as regulated in this chapter and except for buildings and structures subject to less restrictive side yard adjacent to street setbacks as regulated in the various zoning districts. (3) Bluff impact zones. Buildings, structures and accessory facilities, except stairways, landings and lock boxes, must not be placed within bluff impact zones. (4) Uses without water -oriented needs. Uses without water -oriented needs must be located on lots or parcels without public waters frontage, or, if located on lots or parcels with public waters frontage, must either be set back double the normal ordinary high-water level setback or be substantially Created: 2025-07-31 14:51:31 [EST] Page 13 of 20 332 screened from view from the water by vegetation or topography, assuming summer, leaf -on conditions. (5) Fences, docks, retaining walls. No fence shall be placed within the shore setback zone. Portions of dock located landward of the OHWL shall be considered as a landing, subject to the regulations for landings per section 6.12.6270. Retaining walls within the shore setback zone may be permitted according to the following: a. A retaining wall may be constructed within the shore setback zone if it is an integral part of a permitted lake access stair and the retaining wall is designed to be the minimum size necessary. b. A replacement retaining wall, including a change in material, may be permitted within a Formatted- Highlight definedt#re bluff, bluff setback, or shore setback zone when all of the following conditions are met: 1. The wall is under four feet in height, and in the same location; and 2. The existing wall shows signs of failure. 3. The wall is screened by deep-rooted. native vegetation so as not to be visible from the waterbodv in year-round conditions. C. P new retaining wall, or a replacement wall four feet in height or greater, constructed, within a defined bluff,,H4 bluff setback, or shore setback zone height OF ^•eater• and/or any new walls shall require a conditional use permit. All whew-wa4s,,� and rwalls ^ than fe T feet On height must meet the following conditions�he „ut b.: 1. The walls are used only 8es,4ae4-to correct an existing erosion or slope stability t..hn, hP, problem documented by a licensed professional engineer, and not for aesthetic reasons; and 2. The walls must be screened by deep-rooted. native vegetation so as not to be visible from the waterbodv in year-round conditions;Suitable given the ,,,... onStFated need,- and 3. The number, height, and length of the walls are the minimum necessary to control the erosion or slope stability problem and are not taller than 4 feet or longer than 10 feet, unless the licensed professional engineer determines that a larger wall is necessary to correct the documented erosion or slope stability proble—Designed by a registered engineeF OF landscape aFehitect, depending en PFejeet ; and ddln, i-14 t9 th e he me r.ece»aFy to centFel the Fesio;�pFh:en+Mthe project includes - must be approved and/or permitted by the appropriate governing agency. (6) Average Lakeshore setback. No principal or accessory building shall be located closer to the ordinary high-water line (OHWL) on a lakeshore lot than the average distance from the shoreline of existing principal buildings on adjacent lots; this does not apply to patios and other accessory structures less than 42 inches above existing grade and/or stairways, lifts, landings, lockboxes, flagpoles and pump houses. Further, the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the principal buildings on the immediately adjacent lakeshore lots. a. In situations where improvement is proposed on a lot adjacent to a vacant lot or right-of-way, the average lake shore setback shall be equivalent to the setback of the most lakeward protrusion of the principal building on the immediately adjacent improved lakeshore lot. created: 2025-07-31 14:51:31 [EST] Page 14 of 20 Formatted: Highlight Formatted: Highlight Formatted: Highlight Formatted: Highlight Commented [RT1]: Assuming condition 1) here is met, vegetation may be removed for a retaining wall, but should follow code for vegetation alterations particularly with respect to replacement. This reference will also help ensure that clearing is limited to what is necessary for construction of a wall that addresses erosion. Formatted: Underline, Font color: Text 1, Highlight Formatted: Underline, Highlight Formatted: Font color: Auto Formatted: Underline Formatted: Indent: Left: 0.66" Formatted: Underline, Highlight Formatted: Underline Formatted: Underline, Highlight Formatted: Highlight Commented [RT2]: This language is more generally applicable, so I believe it makes sense as d. instead of a sub- paragraph of c. Retaining walls are prohibited at the OHWL under the public water rules. Legal nonconformities are not recognized at or below the OHWL so old walls at or below the OHWL are not allowed unless DNR permits them -the LGU does not have this authority. 333 b. In situations where the average lake shore setback line bisects the principal building located on either adjacent lot, the next most adjacent lake side point of the bisected principal building shall be used for determining the average lakeshore setback. If the line continues to bisect the principal building, the next most lakeside point is to be used until the setback line does not bisect the principal building on an adjacent lot. (Code 2003, § 78-1279; Ord. No. 101(2nd series), § 1(10.56(16)(C)), 2-24-1992; Ord. No. 11(3rd series), § 1, 5-24- 2004; Ord. No. 106(3rd series), § 28, 6-10-2013; Ord. No. 157(3rd series), § 1, 8-10-2015; Ord. No. 222(3rd series), § 19, 12-10-2018; Ord. No. 234(3rd series), § 1, 10-14-2019; Ord. No. 243(3rd series), § 2, 4-13-2020; Ord. No. 284(3rd series), § 3, 11-13-2023; Ord. No. 303(3rd series), § 2, 4-8-2024) Sec. 6.12.6940. Permitted encroachments. (a) The following shall not be considered to be encroachments on yard setback requirements: (1) Chimneys, flues, belt courses, leaders, sills, pilasters, lintels, ornamental features, cornices, eaves, gutters, and similar building elements, provided they do not extend more than two feet into a required yard. (2) Nameplate signs for one -family dwellings subject to the provisions of article X, division 4 of this chapter; lights for illuminating parking areas, loading areas or yards for safety and security purposes, provided the direct source of light is not visible from the public right-of-way or adjacent residential property and is located at least five feet from the front lot line; public utility poles and overhead lines; mailboxes. (3) Steps, sidewalks, uncovered porches, stoops, or similar structures which do not extend above the height of the ground floor level of the principal building and extend to a distance of not less than two feet from any lot line. (4) Bays, cantilevers, and fire escapes. In side or rear yards only, the following encroachments are permitted: a. Bays and/or cantilevers which are not part of the defined building footprint, may extend up to two feet into the required side or rear yard, provided the aggregate area of the bays and/or cantilevers is not more than 20 square feet; and b. Fire escapes not exceeding a width of three feet and a depth of four feet. (5) Driveways and parking areas when constructed, located, and used in compliance with other provisions contained within this chapter. Driveways and parking areas may extend to within five feet of a side lot line. (6) Retaining walls, planters, and similar structures, subject to the following provisions: a. Retaining walls, planters and similar structures may be located in a'^front, rear, or side Formatted: Highlight yards when all of the following conditions are met: 1. The structure is located at least ten feet from the edge of the traveled roadway; 2. The structure is not located within a drainage, utility, or other easement, except upon approval in writing for an encroachment agreement by the city; or similar approval from another regulatory and/or utility agency; 3. The structure creates no impacts to drainage direction, rate, or volume for adjacent properties. 4. The structure is two feet in height or less above the existing grade. Created: 2025-07-31 14:51:31 [EST] Page 15 of 20 334 b. Retaining walls, planters, and similar structures exceeding two feet in height above existing Formatted: Highlight ground level ar ••o .hie o^ •^must be located teas",^ five feet from a side property line. C. Retaining walls, planters,_ and similar structures exceeding the allowed height of a fence shall be located to meet the required accessory structure setbacks established for that yard. d. Retaining walls exceeding 42 inches in height, as measured from existing grade, shall not be Formatted: Highlight located lakeward of the average lakeshore setback as defined within Section 6.12.6240(5). (7) Window wells including those for fire egress which do not extend more than five feet from the building, and are no closer than two feet to the property line. (8) Air conditioning or heating equipment may be located within a required yard but shall be located within five feet of the building it serves; shall not be located within an existing or required drainage and/or utility easement; and shall be located at least five feet from any lot line. (9) Fences erected in all zoning districts are considered a permitted encroachment when they conform to the standards listed below. A fence shall be located a minimum of ten feet from the edge of the paved, traveled roadway. The following words, terms and phrases, when used in this subsection (a)(9), shall have the meanings ascribed to them in this subsection, except where the context clearly indicates a different meaning: Fence height means the measurement from the top of any part of the fence, including posts or other structural supports, lattice, ornate top design elements, and so forth measured to the existing ground level below the fence, as measured perpendicular to the slope (see Drawing: Fence Height Measurement on Sloped Site). Exception: Post finials extending above the top of the fence shall not be deemed as part of the fence for height determination purposes as long as they do not exceed ten inches in width per finial and do not extend above the top of the fence by more than six inches. Fence monument means a fence monument is a permanent structure or object, with or without a footing, made with masonry or stone materials, used in place of, and functioning as a post that supports a fence. Permanent fence means a fence that is installed in a fixed or enduring manner that is not intended for a seasonal or temporary purpose. Temporaryfence means a fence that is not permanently secured or anchored to the ground by posts or affixed footings, and is installed and removed on a limited term or seasonal basis such as: snow fences, garden fences, seasonal recreational fences such as hockey boards; fences installed for safety or access management purposes for special events; and fences installed for the duration of a construction project such as silt fences, erosion control bioretention logs, and septic drainfield site protection fences. Created: 2025-07-31 14:51:32 [EST] Page 16 of 20 335 Drawing: Fence Height Measurement on Sloped Site a. Nonlakeshore lots. 1. Fences and walls within a required front yard or side street yard shall not exceed a height of 42 inches above existing ground level. 2. Fences and walls within a required rear or side yard shall not exceed a height of six feet above existing ground level. b. Lakeshore lots. 1. Fences within the required street (rear) yard or side street yard of a lakeshore lot shall not exceed 42 inches above existing ground level. Exception: A fence not exceeding six feet in height may be located along the street lot line, and within the rear street setback of a lake frontage lot which abuts a major thoroughfare. A major thoroughfare for purposes of this section means any county road or state highway. If such fence involves fill or berming, the total combined height of both fence and fill shall not exceed six feet above the height of the crown of the major thoroughfare. 2. fences within the required side yard of a lakeshore lot shall not exceed six feet in height. Formatted: Highlight Fences —and_ shall not exceed 42 inches in height for any portion located lakeward-ef ae ..I.a..,.. bPt..,...... the M t IaL... aFd pFE)jeetdE)Rof the F.......... pal . g:..I..Rep structure and the Fnest IaI(ewaFd prejectien ef the principal residence structure en the adjacent PFGpeFty abutting the side yard ;. .A k:h th,, a...,..,. Fq inratpolakeward of the average lakeshore setback. 3. Fences shall not be constructed within the defined lakeshore yard of a lakeshore lot, i.e., shall not be located within 75 feet of the shoreline for general development lakes, 100 feet for recreational lakes, or 150 feet for natural environment lakes. 4. When the building site of a lakeshore lot is separated from the lakeshore by a public or private road, the following definitions will apply for fence location purposes subject to the provisions of this section: When the yard on the opposite side of the building site from the lake does not abut a street, such yard shall be considered as a standard rear yard. The yard between the building site and the street shall be considered as a standard front yard. C. Special provisions. Split rail fences of no more than three rails within a required front, street or side street yard may have a maximum top rail height of 48 inches above existing ground level. Board rail fences within a front, street or side street yard for the specific purpose of enclosing created: 2025-07-31 14:51:32 [EST] Page 17 of 20 336 permitted domestic animals may have a top rail height of 60 inches and shall be no more than 50 percent opaque. d. Intersection sightline obstruction prohibited. No fence shall be installed so as to obstruct a required clear view at street intersections as required by section 6.12.6760. e. Fence construction and maintenance. 1. The owner of a fence shall maintain it in a condition of reasonable repair and appearance and shall not allow it to become or remain in disrepair or in a dangerous condition. 2. Fences shall be installed with the finished side facing neighboring properties or the street. The term "finished side" means that side having no structural supports. 3. Fencing materials shall consist of permanent all weather products. 4. Temporary fencing shall not be allowed to remain on the property following final inspection, or issuance of a certificate of occupancy for a permitted construction project, or protection of property during a similar project or winter conditions. The term "winter conditions" means October 15 through March 31 of the following year. Temporary fencing associated with a special event shall be removed within seven days of the end of such event. Temporary fencing materials shall not be allowed to remain on a permanent basis on a parcel. 5. Existing fences that are legally nonconforming as to location, height, design, or other characteristics may be replaced in kind. (10) Fence monument, as part of a fence erected in all residential zoning districts are considered as a nonencroachment when it conforms to the following standards: a. Property corners shall be located and identified (staked); b. Fence monuments must be set back a minimum of five feet from all property boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; C. An individual fence monument shall be limited to a maximum footprint of six square feet; d. Fence monuments may not exceed the maximum allowed height of the associated fence, including any appurtenances. Any fence monument exceeding the maximum height must meet accessory structure setbacks for the appropriate district; e. Building permit requirements: 1. A building permit is required if footings are proposed; 2. Construction plans with footing details are required to be submitted for permit approval; 3. If the fence and/or fence monuments exceed six feet in height, a building permit is required. (11) Entrance monuments, defined for the purpose of this section as a nearly permanent physical structure or object, natural or artificial, used to depict an entrance to the property, erected in all residential zoning districts are considered non encroach ments when they conform with the following standards: a. Each monument, with a maximum of two per approved driveway access, shall be limited to a single pillar with a footprint measuring no larger than 25 square feet and no length to exceed five feet; b. The monument must be setback a minimum of five feet from all property boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; Created: 2025-07-31 14:51:32 [EST] Page 18 of 20 337 C. Plans and/or elevation views of the proposed monuments are required to be submitted for approval by the planning director; d. All signage proposed for the monuments must comply with article X, division 4 of this chapter; e. The monuments are limited to eight feet in height, including any appurtenances. Any monument exceeding the maximum height must meet principal structure setback requirements; f. When more than one monument is proposed, and serving two or fewer residences, a minimum horizontal width of 16 feet is required between them; g. When more than one monument is proposed, and serving three or more residences, a minimum horizontal width of 22 feet is required between them; h. Lighting is allowed, in conformance with section 6.12.7780 and at the discretion of the planning director. L A building permit is required for installation and the property corners must be located for inspection purposes. (12) Gates, when proposed, must meet the following requirements: a. The gate must open into the property not outward towards the right-of-way; b. Gates serving two or fewer residences shall have a minimum horizontal width of 14 feet in the full open position; C. Gates serving three or more residences shall have a minimum horizontal width of 20 feet in the full open position; d. For all properties, gate height may not exceed the height of the monument, measured from grade, unless principal structure setbacks are met (if monuments are not proposed then gate height shall be regulated in accordance with the fence height regulations of subsection (a)(9) of this section; e. For locked and/or secured gates, a Knox box meeting the standards set forth by the police and fire department must be provided for emergency access; and f. On major thoroughfares the monuments and gates must be located 40 feet from the paved, traveled road to allow for vehicle stacking. A major thoroughfare for the purposes of this section means any county road or state highway. (13) Lawn irrigation systems are permitted in any required yard. Non -pressurized lines for irrigation systems may be installed in the adjacent right-of-way, at the system owner's risk. The system owner shall relocate or remove the lawn irrigation system from the right-of-way at the system owner's expense in the event said relocation or removal is required by the city or other utility company authorized to use the city right-of-way. The system owner shall defend, indemnify, and hold harmless the city its officials, and employees from and against any and all claims, liability for loss, damage, or injury arising directly or indirectly from the lawn irrigation system or to the system that is in the right-of-way. (b) The following shall not be considered to be encroachments on structure height requirements: (1) Parapet walls that extend no more than three feet above the height of the building. (2) HVAC cooling towers. (3) Elevator penthouses. (Code 1984, § 10.03(15); Code 2003, § 78-1405; Ord. No. 211(2nd series), §§ 1-5, 11-26-2001; Ord. No. 12(3rd series), § 1, 5-24-2004; Ord. No. 30(3rd series), § 1, 11-28-2005; Ord. No. 43(3rd series), § 1, 2-25-2008; Ord. No. 106(3rd series), § 22, 6-10-2013; Ord. No. 139(3rd series), § 1, 2-23-2015; Ord. No. 140(3rd series), § 1, 3-23-2015; created: 2025-07-31 14:51:32 [EST] Page 19 of 20 338 Ord. No. 170(3rd series), §§ 3, 4, 6-13-2016; Ord. No. 188(3rd series), § 1, 3-22-2017; Ord. No. 189(3rd series), § 5, 4-10-2017; Ord. No. 209(3rd series), § 1, 6-11-2018; Ord. No. 222(3rd series), § 22, 12-10-2018; Ord. No. 272(3rd series), § 1, 6-13-2022; Ord. No. 299(3rd series), § 10, 3-11-2024) Created: 2025-07-31 14:51:32 [EST] Page 20 of 20 339 Minutes Planning Commission Regular Meeting Monday, October 20, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Chair Bollis called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. 1. ROLL CALL Orono Planning Commission members present: Chair Chris Bollis, Commissioners Jon Ressler, Thomas Brandabur, Andrew Jarnot, Kelly Prchal, Sam Tift, and Shane Weltzin. Absent: None. Staff present: Community Development Director Laura Oakden, City Planner Melanie Curtis, and City Planner Matthew Karney. 5.5. LA25-000039, A TEXT AMENDMENTS REGARDING RETAINING WALLS The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the text amendments clarifying requirements for retaining walls. The Planning Commission discussed the item and asked questions of staff. Commissioners asked about the requirements for landscaping plans in the amendments and expressed reservations about making the requirements too complicated. They asked for clarification on restoration of areas that are disturbed during the construction of a wall and the types of vegetation allowed, and suggested revisions to sections dealing with restoration plantings and wall screening plantings. Weltzin moved, Prchal seconded, to approve LA25-000039, Text Amendments Regarding Retaining Walls with recommended language revisions regarding landscaping. VOTE: Ayes 6, Nays 1 (Bollis). Page 1 of 1 340 AGENDA ITEM Date: November 10, 2025 Title: Set 2026 Utility Rates Presenter: Maggie Jin, Finance Director Section: Finance Report Purpose: The purpose of this agenda item is to set the 2026 Utility Rates. Item: 21 2. Background: Utility rates are formally adopted as part of the approval of the annual fee schedule. At the October 27th Council meeting, Justin Nilson, with Abdo, presented the final utility rate study with further directions received from Council to explore different scenarios for water rates along with a transfer back to the Water Fund from the Facilities Fund. For water rates, three scenarios are as follows: Water Rate Scenarios: Estimated Estimated Estimated Estimated Estimated Total 2026 2027 2028 2029 2030 Increase Original - Scenario 1 25% 3% 3% 3% 3% 37% Scenario 2 25% 3% 3% 3% 3% 37% Scenario 3 8% 8% 8% 8% 8% 40% Scenario 4 10% 10% 10% 3% 3% 36% The increase to the remaining fees are as follows: Increase Sewer 3% Stormwater 3% Recycling 3% By setting the utility rates ahead of the adopting the 2026 Fee Schedule, staff will be able to begin communicating the fee changes to customers by including an insert in the November utility bills, which will be sent out prior to the adoption of the 2026 Fee Schedule at the December 8th Council meeting. The water rate scenarios are attached for reference along with the rate study presented at the October 27th Council meeting and a sample 2026 Utility Fee Schedule with staff s recommendation. 3. Cost: 341 The 2026 Enterprise Budgets and Capital Improvement Plan includes the proposed fee increases. 4. Staff Recommendation: Staff is recommending following scenario 4 for the water rate increases, which would put 2026 at a 10% increase in water rates and recommends setting the remaining 2026 utility rates as identified at a 3% increase. COUNCIL ACTION REQUESTED Motion to adopt the 2026 utility rates as recommended by staff. or Motion to adopt a different water rate scenario and the sewer, stormwater and recycling rates as recommended by staff. Exhibits A. Water Rate Study Scenarios B. Utility Rate Study C. 2026 Utility Rate Schedule Sample 342 Scenario Review from Final Rate Analysis — Water Fund • Scenario 1 assumed as final rate study as presented. • New scenarios assume updating transfer from $750,000 to $1,000,000 from other funds. • Scenario 2 - Same as scenario 1 with transfer change noted above. • Scenario 3 - Steady or more consistent rate increase yearly. • Scenario 4 -Steady for the three years and inflation thereafter. APLD%0� 1 343 Projected rate increase Usage Fixed Cash receipts Receipts from customers Special assessments Other receipts Total Cash Receipts Cash disbursements Operating payments Debt service payments Acquisition of capital assets Transfers out Total Cash Disbursements Net Increase (Decrease) In Cash and Cash Equivalents Cash and Cash Equivalents, January 1 Cash and Cash Equivalents, December 31 Average Monthly Bill (4,000 Gallons) Average Monthly Dollar Increase Average Annual Dollar Increase Estimated Estimated Estimated Estimated Estimated Estimated 2025 2026 2027 2028 2029 2030 25% 3% 3% 3% 3% 25% 3% 3% 3% 3% $ 1,095,803 $ 1,390,043 $ 1,432,804 $ 1,476,826 $ 1,522,147 $ 1,568,807 15,171 15,626 16,095 16,578 17,075 17,587 1,028,180 162,139 156,024 150,733 148,764 160,173 2,139,154 1,567,808 1,604,923 1,644,137 1,687,986 1,746,567 1,014,321 1,051,241 1,086,476 1,122,919 1,160,608 1,199,589 101,544 99,350 101,919 99,306 101,500 - 377,200 641,800 578,600 509,500 50,400 261,300 900 - 35,640 - 17,820 11,880 1,493,965 1,792,391 1,802,635 1,731,725 1,330,328 1,472,769 645,189 (224,583) (197,712) (87,588) 357,658 273,798 268,890 914,079 689,496 491,784 404,196 761,854 $ 914,079 $ 689,496 $ 491,784 $ 404,196 $ 761,854 $ 1,035,652 $ 65.44 $ 67.40 $ 69.42 $ 71.51 $ 73.65 $ 13.09 $ 1.96 $ 2.02 $ 2.08 $ 2.15 $ 157.05 $ 23.56 $ 24.26 $ 24.99 $ 25.74 Water Fund Scenario 2 ALPDO.WA0 344 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 2023 Cash Balance Including Target Cash Reserve 2024 2025 2026 2027 2028 2029 2030 Cash Balances (Target Cash Reserve Client Sample 1-101 XXX-00 10 (WATER) 45 (SEWER FLAT) 60 (WATER TEST FEE) 70 (STORM WATER) 80 (RECYCLING) Total 2025 2026 2027 2028 4,000 Gallons 52.35 65.44 67.40 69.42 73.21 75.41 77.67 80.00 0.81 0.81 0.81 0.81 16.32 $16.81 $17.31 $17.83 6.76 141.88 157.65 162.38 167.2E Water Fund Scenario 2 APLDWo 0 3 345 Projected rate increase Usage Fixed Cash receipts Receipts from customers Special assessments Other receipts Total Cash Receipts (Cash disbursements Operating payments Debt service payments Acquisition of capital assets Transfers out Total Cash Disbursements Net Increase (Decrease) In Cash and Cash Equivalents Cash and Cash Equivalents, January 1 Cash and Cash Equivalents, December 31 Average Monthly Bill (4,000 Gallons) Average Monthly Dollar Increase Average Annual Dollar Increase Estimated Estimated Estimated Estimated Estimated Estimated 2025 2026 2027 2028 2029 2030 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% $ 1,095,803 $ 1,205,969 $ 1,301,615 $ 1,404,845 $ 1,516,270 $ 1,636,549 15,171 15,626 16,095 16,578 17,075 17,587 1,028,180 162,139 150,502 141,109 136,692 147,562 2,139,154 1,383,734 1,468,212 1,562,532 1,670,037 1,801,698 1,014,321 1,051,241 1,086,476 1,122,919 1,160,608 1,199,589 101,544 99,350 101,919 99,306 101,500 - 377,200 641,800 578,600 509,500 50,400 261,300 900 - 35,640 - 17,820 11,880 1,493,965 1,792,391 1,802,635 1,731,725 1,330,328 1,472,769 645,189 (408,657) (334,423) (169,193) 339,709 328,929 268,890 914,079 505,422 170,999 1,806 341,515 $ 914,079 $ 505,422 $ 170,999 $ 1,806 $ 341,515 $ 670,444 $ 56.54 $ 61.06 $ 65.95 $ 71.22 $ 76.92 $ 4.19 $ 4.52 $ 4.88 $ 5.28 $ 5.70 $ 50.26 $ 54.28 $ 58.62 $ 63.31 $ 68.37 VV a Lc i Fund Scenario 3 ALPDO %0M 4 346 Cash Balance Including Target Cash Reserve $1,000,000 $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 2023 2024 2025 2026 2027 2028 Cash Balances (Target Cash Reserve 2029 2030 Note that this scenario does not meet the target cash reserve by 2030. 2025 2026 2027 2028 Client Sample 1-101 XXX-00 10 (WATER) 45 (SEWER FLAT) 60 (WATER TEST FEE) 70 (STORM WATER) 80 (RECYCLING) Total 4,000 Gallons 52.35 56.54 61.06 65.95 73.21 75.41 77.67 80.00 0.81 0.81 0.81 0.81 16.32 $ 16.81 $ 17.31 $ 17.83 6.76 141.88 148.75 156.04 163.78 Water Fund Scenario 3 APLD%0� 5 347 Projected rate increase Usage Fixed Cash receipts Receipts from customers Special assessments Other receipts Total Cash Receipts Cash disbursements Operating payments Debt service payments Acquisition of capital assets Transfers out Total Cash Disbursements Net Increase (Decrease) In Cash and Cash Equivalents Cash and Cash Equivalents, January 1 Cash and Cash Equivalents, December 31 Average Monthly Bill (4,000 Gallons) Average Monthly Dollar Increase Average Annual Dollar Increase Estimated Estimated Estimated Estimated Estimated Estimated 2025 2026 2027 2028 2029 2030 10% 10% 10% 3% 3% 10% 10% 10% 3% 3% $ 1,095,803 $ 1,227,625 $ 1,348,847 $ 1,482,109 $ 1,567,530 $ 1,615,588 15,171 15,626 16,095 16,578 17,075 17,587 1,028,180 162,139 151,151 143,195 141,159 153,701 2,139,154 1,405,390 1,516,093 1,641,882 1,725,764 1,786,876 1,014,321 1,051,241 1,086,476 1,122,919 1,160,608 1,199,589 101,544 99,350 101,919 99,306 101,500 - 377,200 641,800 578,600 509,500 50,400 261,300 900 - 35,640 - 17,820 11,880 1,493,965 1,792,391 1,802,635 1,731,725 1,330,328 1,472,769 645,189 (387,001) (286,542) (89,843) 395,436 314,107 268,890 914,079 527,078 240,536 150,693 546,129 $ 914,079 $ 527,078 $ 240,536 $ 150,693 $ 546,129 $ 860,236 $ 57.59 $ 63.34 $ 69.68 $ 75.06 $ 77.31 $ 5.24 $ 5.76 $ 6.33 $ 5.38 $ 2.25 $ 62.82 $ 69.10 $ 76.01 $ 64.61 $ 27.02 Water Fund Scenario 4 ALPDO.WA0 348 Cash Balance Including Target Cash Reserve $1,000,000 $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 2023 2024 2025 2026 2027 2028 2029 2030 Cash Balances (Target Cash Reserve Client Sample 1-101 XXX-00 10 (WATER) 45 (SEWER FLAT) 60 (WATER TEST FEE) 70 ( STORM WATER) 80 (RECYCLING) Total 2025 2026 2027 2028 4,000 Gallons 52.35 57.59 63.34 69.68 73.21 75.41 77.67 80.00 0.81 0.81 0.81 0.81 16.32 $16.81 $17.31 $17.83 6.76 141.88 149.80 158.33 167.51 Water Fund Scenario 4 APLDWo 0 7 349 2025 - 2030 Utility Rate Study City of Orono Orono, Minnesota AF.I.A0 VW Financial Solutions Edina Office Mankato Office Scottsdale Office 5201 Eden Avenue, Ste 250 100 Warren Street, Ste 600 14500 N Northsight Blvd, Ste 233 Edina, MN 55436 Mankato, MN 56001 Scottsdale, AZ 85260 P 952.835.9090 P 507.625.2727 P 480.864.5579 350 City of Orono, Minnesota 2025 - 2030 Utility Rate Study Memo Table of Contents Introductory Section Page No. Assumptions and Future Actions 4 Financial Section Water Fund Cash Flow Projections - Detailed 8 Cash Flow Projections - Summary 9 Sewer Fund Cash Flow Projections - Detailed 10 Cash Flow Projections - Summary 11 Stormwater Fund Cash Flow Projections - Detailed 12 Cash Flow Projections - Summary 13 Capital Project/Equipment Plan Schedule of Planned Capital Outlay 2025 to 2030 14 Water Fund Cash Flow From Operations 15 Cash Balances Including Target Cash Reserves 15 Sewer Fund Cash Flow From Operations 16 Cash Balances Including Target Cash Reserves 16 Stormwater Fund Cash Flow From Operations 17 Cash Balances Including Target Cash Reserves 17 Other Recommended Total Monthly Bill Current and Future (Average Usage) 18 Total Bill Comparison to Other Cities (Average Usage) 18 Water Bill Comparison to Other Cities (Average Usage) 19 Sewer Bill Comparison to Other Cities (Average Usage) 19 2 351 INTRODUCTORY SECTION CITY OF ORONO, MINNESOTA 2025 - 2030 UTILITY RATE STUDY 352 Financial AbdoSolutionsxom Ablaoft o Solutions October 22, 2025 Honorable Mayor and City Council City of Orono Introduction We have prepared the attached 2025 - 2030 Utility Rate Study for the City that is intended to give a big picture view of the financial status of the Water, Sewer and Stormwater Enterprise funds as they stand currently and how forecasted assumptions will change things six years from now. We have not examined the projection and do not express an opinion or any other form of assurance on the accompanying schedules or assumptions. Furthermore, there will usually be differences between the forecasted and actual results because events and circumstances frequently do not occur as expected and those differences may be material. We have no responsibility to update this report for events and circumstances occurring after the date of this report. The City's assumptions made are as follows: Assumptions - Forecasting • The projections for all funds (Water, Sewer and Stormwater) is arrived at to ensure the City meets projected targeted cash reserves and a positive cashflow at the end of the plan in year 2030. • Target cash reserve is calculated and presented as 100% of the following years' debt payments, 25% of projected operating expenses, and a five-year average of capital expenses from 2025 - 2030. • The prior three years actual ledger balances were used for projecting 2025 activity and beyond. For cashflow purposes, some modifications were made for debt requirements, capital purchases, transfer of funds, and grant receipts reviewed with management. o 2025 activity is also projected using the prior three years actual ledger balances while also comparing to the unaudited current activity known from the general ledger so far. Balances are compared and reviewed for relative accuracy without knowing actuals for accrual and year-end adjustments. • Operating expenses as well as certain operating revenues (unrelated to customer billings) will increase by a 3.0 percent inflation and salary and benefit expenditures will also increase at 4.0 percent for the life of the plan. Salary expenditures are projected at an increase of 5.0 percent for 2026 based on management estimates. • Interest earned on cash held in the City's name is assumed to earn interest at a rate of 3.0 percent. • Capital improvements/infrastructure, equipment, and other capital maintenance items have been identified in the City's capital plan and are identified to be accounted for in the related enterprise fund. All significant purchases (over $1,000,000) are assumed to be purchased with debt proceeds due to the current and projected cash reserves. • Scheduled transfers from the Water, Sewer and Stormwater funds to other City capital project funds are included yearly. These balances could be changed based on the need of equipment purchases in future years. • Included in the assumptions is a one-time transfer from other funds to the Water fund in the amount of $750,000. Also included is the assumption of coding antenna lease revenue in the Water fund at $114,000/year starting in 2026. • New Residential connections are assumed to be 10 per -year. There are no commercial connections assumed. Lighting the path forward 4 353 Assumptions - Forecasting (Continued) • Connection fee revenue and analysis was not considered in detail as part of the plan due to the revenue from connection fees being insignificant in the prior years and not expected or forecasted in the future in discussions with management. • The average usage for residential and commercial customers is calculated at approximately 4,000 gallons/month. Charts and graphs were prepared using the calculated average. • Comparison Cities were selected from surrounding Cities with similar population and geography as determined by management. • The City's has no significant capital projects requiring debt in the life of the plan. Water Fund • The recommended scenario assumes a projected increase in future rates. The current rate structure was reviewed but recommended to be unchanged. The current rate structure does promote water conservation and is inline with current usage. The current and future recommended rates are outlined below. Proposed Change in Rates - Blended Monthly bill based on 4,000 gallons Monthly $ increase for a 4,000 gallon user Annual $ increase for an average 4,000 gallon user Residential/Commercial Base fee Per 1,000 gallons - 0 to 3,300 Per 1,000 - 3,301 to 8,300 gallons Per 1,000 - 8,301 gallons and above Current Rates 2026 2027 2028 2029 2030 25% 3% 3% 3% 3% 52.35 65.44 67.40 69.42 71.51 73.65 $ 13.09 $ 1.96 $ 2.02 $ 2.08 $ 2.15 $ 157.05 $ 23.56 $ 24.26 $ 24.99 $ 25.74 17.00 21.25 21.89 22.54 23.22 23.92 8.26 10.33 10.63 10.95 11.28 11.62 11.56 14.45 14.88 15.33 15.79 16.26 17.34 21.68 22.33 23.00 23.68 24.40 • The recommended scenario presented proposes a 25% increase to both usage rates and the fixed base fee in 2026, and a 3% increase in both usage rates and base fees for the remainder of the plan (2027 - 2030). The projected increase is made to ensure the City meets projected targeted cash reserves and a positive cashflow at the end of the plan in year 2030. Sewer Fund • The recommended scenario has no projected change to the Sewer rate structure but increases are recommended for future rates. The current and future recommended rates are outlined below. Current Rates 2026 2027 2028 2029 2030 Proposed Change in Rates - Blended 3% 3% 3% 3% 3% Monthly bill based on 4,000 gallons $ 73.21 $ 75.41 $ 77.67 $ 80.00 $ 82.40 $ 84.87 Monthly $ increase for a 4,000 gallon user $ 2.20 $ 2.26 $ 2.33 $ 2.40 $ 2.47 Annual $ increase for an average 4,000 gallon user $ 26.36 $ 27.15 $ 27.96 $ 28.80 $ 29.66 Residential Base Base fee 73.21 75.41 77.67 80.00 82.40 84.87 • The recommended scenario presented proposes a 3% increase to the fixed base rates throughout the life of the plan (2026 - 2030). The projected increase is made to ensure the City keeps consistent with inflation and increase in future expenses. The projected increase is made to ensure the City meets projected targeted cash reserves and a positive cashflow at the end of the plan in year 2030. AbdoSolutions.com rF] u 5 354 Stormwater Fund • The recommended scenario has no projected change to the Stormwater rate structure but does recommend increases for future rates. The current and future recommended rates are outlined below. Current Rates 2026 2027 2028 2029 2030 Proposed Change in Rates 3% 3% 3% 3% 3% Monthly bill based on a residential user $ 16.32 $ 16.81 $ 17.31 $ 17.83 $ 18.37 $ 18.92 Monthly $ increase for a residential user $ 0.49 $ 0.50 $ 0.52 $ 0.53 $ 0.55 Annual $ increase for a residential user $ 5.88 $ 6.05 $ 6.23 $ 6.42 $ 6.61 Residential 16.32 16.81 17.31 17.83 18.37 18.92 ■ The recommended scenario presented proposes a 3% increase to the fixed base rates each year throughout the life of the plan (2027 - 2030). The projected increase is made to ensure the City meets projected targeted cash reserves and a positive cashflow at the end of the plan in year 2030. Things to Consider with Future Action • The recommended scenario ensures the City has adequate reserves and cashflows absent any new debt and capital assets based on the assumptions. The recommended increases below are aimed towards keeping up with inflation and the future capital asset needs in future years. • Actual project costs should be reviewed and monitored for any changes. Any significant change in expenditures could have an impact on recommended rates. • Reminder that in future years to consider the impact of bonds issued in the enterprise funds and transfers out to other funds and their impact on future utility rates. • Recommendations for future action to review the City Water fund for additional ideas for ensuring the fund has resources sufficient to cover costs in the future. Sincerely, Abdo Financial Solutions Minneapolis, Minnesota October 22, 2025 AbdoSolutllons.com rF� u 1.1 355 FINANCIAL SECTION CITY OF ORONO, MINNESOTA 2025 - 2030 UTILITY RATE STUDY 356 City of Orono, Minnesota Water Fund Cash Flow Projections - Detailed For the Years Ending December 31, 2025 through 2030 Rate Study Projections Actual Results Estimated Estimated Estimated Estimated Estimated Estimated 2022 2023 2024 2025 2026 2027 2028 2029 2030 Projected Rate Increase Usage Rates 25% 3% 3% 3% 3% Fixed Rates 25% 3% 3% 3% 3% Cash Flows from Operating Activities Receipts from customers and users $ 1,798,081 $ 1,630,529 $ 1,294,702 $ 1,095,803 $ 1,390,043 $ 1,432,804 $ 1,476,826 $ 1,522,147 $ 1,568,807 Other receipts 18,922 20,395 24,682 20,113 134,717 135,339 135,979 136,638 137,317 Payments to suppliers/service providers (562,832) (783,869) (627,466) (661,491) (681,335) (701,774) (722,829) (744,514) (766,852) Payments to employees (328,900) (341,147) (340,735) (352,830) (369,906) (384,702) (400,090) (416,094) (432,737) Net Cash from Operating Activities 925,271 525,908 351,183 101,595 473,519 481,667 489,886 498,177 506,535 Cash Flows from Noncapital Financing Activities Transfers out (15,000) (1,010,499) (135,979) (900) - (35,640) - (17,820) (11,880) Transfers in 750,000 Net Cash from Noncapital Financing Activities (15,000) (1,010,499) (135,979) 749,100 (35,640) (17,820) (11,880) Cash Flows from Capital and Related Financing Activities Intergovernmental 460,000 - Acquisition of capital assets (497,615) (859,360) (131,122) (377,200) (641,800) (578,600) (509,500) (50,400) (261,300) Special assessments received 9,524 27,601 7,331 15,171 15,626 16,095 16,578 17,075 17,587 Principal paid on long-term debt (85,000) (85,000) (85,000) (11,544) (9,350) (6,919) (4,306) (1,500) - Interest paid on long-term debt (17,181) (15,429) (13,569) (90,000) (90,000) (95,000) (95,000) (100,000) Net Cash from Capital and Related Financing Activities (130,272) (932,188) (222,360) (463,573) (725,524) (664,424) (592,228) (134,825) (241L Cash Flows from Investing Activities Investment earnings (loss) (49,505) 70,250 8,862 8,067 19,922 12,960 6,797 3,930 14,414 Net Increase (Decrease) in Cash and Cash Equivalents 730,494 (1,346,529) 1,706 395,189 (232,083) (205,437) (95,545) 349,462 265,356 Cash and Cash Equivalents, January 1 883,219 1,613,713 267,184 268,890 664,079 431,996 226,559 131,014 480,476 Cash and Cash Equivalents, December 31 $ 1,613,713 $ 267,184 $ 268,890 $ 664,079 $ 431,996 $ 226,559 $ 131,014 $ 480,476 $ 745,832 Target Cash Reserve $ 813,183 $ 772,119 $ 786,624 $ 793,660 $ 805,038 $ 811,536 $ 823,152 $ 731,397 $ 741, 776 Projected Cash in Excess of Target $ 800,530 $ $ $ $ $ $ - $ - $ 4,356 Average Monthly Bill (4,000 Gallons) $ 52.35 $ 65.44 $ 67.40 $ 69.42 $ 71.51 $ 73.65 Average Percentage Increase 25% 3% 3% 3% 3% Average Monthly Dollar Increase $ 13.09 $ 1.96 $ 2.02 $ 2.08 $ 2.15 Average Annual Dollar Increase $ 157.05 $ 23.56 $ 24.26 $ 24.99 $ 25.74 Five Year Average Capital Expenses $ 431,500 357 Projected rate increase Usage Fixed Cash receipts Receipts from customers Special assessments Other receipts Total Cash Receipts Cash disbursements Operating payments Debt service payments Acquisition of capital assets Transfers out Total Cash Disbursements Net Increase (Decrease) In Cash and Cash Equivalents Cash and Cash Equivalents, January 1 Cash and Cash Equivalents, December 31 City of Orono, Minnesota Water Fund Cash Flow Projections - Summary For the Years Ending December 31, 2025 through 2030 Estimated Estimated Estimated Estimated Estimated Estimated 2025 2026 2027 2028 2029 2030 25% 3% 3% 3% 3% 25% 3% 3% 3% 3% $ 1,095,803 $ 1,390,043 $ 1,432,804 $ 1,476,826 $ 1,522,147 $ 1,568,807 15,171 15,626 16,095 16,578 17,075 17,587 778,180 154,639 148,299 142,776 140,568 151,731 1,889,154 1,560,308 1,597,198 1,636,180 1,679,790 1,738,125 1,014,321 1,051,241 1,086,476 1,122,919 1,160,608 1,199,589 101,544 99,350 101,919 99,306 101,500 - 377,200 641,800 578,600 509,500 50,400 261,300 900 - 35,640 - 17,820 11,880 1,493,965 1,792,391 1,802,635 1,731,725 1,330,328 1,472,769 395,189 (232,083) (205,437) (95,545) 349,462 265,356 268,890 664,079 431,996 226,559 131,014 480,476 $ 664,079 $ 431,996 $ 226,559 $ 131,014 $ 480,476 $ 745,832 C k161-] City of Orono, Minnesota Sewer Fund Cash Flow Projections - Detailed For the Years Ending December 31, 2025 through 2030 Rate Study Projections Actual Results Estimated Estimated Estimated Estimated Estimated Estimated 2022 2023 2024 2025 2026 2027 2028 2029 2030 Projected Rate Increase Fixed Rates 3% 3% 3% 3% 3% Cash Flows from Operating Activities Receipts from customers and users $ 2,298,522 $ 2,264,458 $ 2,344,148 $ 2,311,919 $ 2,378,204 $ 2,455,111 $ 2,529,565 $ 2,606,275 $ 2,685,312 Other receipts 5,454 2,329 15,460 19,261 19,839 20,434 21,047 21,678 22,328 Payments to suppliers/service providers (1,235,866) (1,327,558) (1,442,077) (1,414,509) (1,473,154) (1,534,368) (1,598,268) (1,664,982) (1,734,634) Payments to employees (324,170) (349,994) (338,934) (353,299) (370,475) (385,294) (400,706) (416,735) (433,404) Net Cash from Operating Activities 743,940 589,235 578,597 563,372 554,414 555,883 551,638 546,236 539,602 Cash Flows from Noncapital Financinq Activities Transfers out (82,500) (1,046,750) (792,360) (186,100) (114,720) (121,100) (14,600) (12,960) (4,860) Cash Flows from Capital and Related Financing Activities Capital grants received 508,911 Acquisition of capital assets (575,896) (1,073,996) (547,952) (430,000) (870,000) (600,000) (520,000) (520,000) (520,000) Connection fees received 11,210 21,530 20,153 Special assessments 42,024 56,226 - Net Cash from Capital and Related Financing Activities (522,662) (487,329) (527,799) (430,000) (870,000) (600,000) (520,000) (520,000) (520,000) Cash Flows From Investing Activities Investment earnings (loss) (120,929) 134,358 69,119 49,639 49,546 38,123 34,310 35,851 37,325 Net Increase (Decrease) in Cash and Cash Equivalents 17,849 (810,486) (672,443) (3,089) (380,760) (127,094) 51,348 49,127 52,067 Cash and Cash Equivalents, January 1 3,119,705 3,137,554 2,327,068 1,654,625 1,651,536 1,270,776 1,143,682 1,195,030 1,244,157 Cash and Cash Equivalents, December 31 S 3,137,554 S 2,327,068 S 1,654,625 S 1,651,536 S 1,270,776 S 1,143,682 S 1,195,030 S 1,244,157 S 1,296. 224 Target Cash Reserve S 1,007,388 $ 1,033,253 S 1,029,952 $ 1,048,907 S 1,067,916 $ 1,087,744 S 1,108,429 $ 1,130,010 S 1,152. 226 Projected Cash in Excess of Target $ 602,629 S 202,861 $ 55,939 S 86,601 $ 114,148 S 143. 998 Average Monthly Bill (4,000 Gallons) S 73.21 S 75.41 S 77.67 S 80.00 S 82.40 S 84.87 Average Percentage Increase 3% 3% 3% 3% 3% Average Monthly Dollar Increase $ 2.20 $ 2.26 $ 2.33 $ 2.40 $ 2.47 Average Annual Dollar Increase $ 26.36 $ 27.15 $ 27.96 $ 28.80 $ 29.66 Five Year Average Capital Expenses $ 588,000 10 359 Projected rate increase Fixed rate Cash receipts Receipts from customers Other receipts Total Cash Receipts Cash disbursements Operating payments Acquisition of capital assets Transfers out Total Cash Disbursements Net Increase (Decrease) In Cash and Cash Equivalents Cash and Cash Equivalents, January 1 Cash and Cash Equivalents, December 31 City of Orono, Minnesota Sewer Fund Cash Flow Projections - Summary For the Years Ending December 31, 2025 through 2030 Estimated Estimated Estimated 2025 2026 2027 3% 3% Estimated 2028 3% Estimated 2029 Estimated 2030 3% 3% $ 2,311,919 $ 2,378,204 $ 2,455,111 $ 2,529,565 $ 2,606,275 $ 2,685,312 68,900 69,385 58,557 55,357 57,529 59,653 2,380,819 2,447,589 2,513,668 2,584,922 2,663,804 2,744,965 1,767,808 1,843,629 1,919,662 1,998,974 2,081,717 2,168,038 430,000 870,000 600,000 520,000 520,000 520,000 186,100 114,720 121,100 14,600 12,960 4,860 2,383,908 2,828,349 2,640,762 2,533,574 2,614,677 2,692,898 (3,089) (380,760) (127,094) 51,348 49,127 52,067 1,654,625 1,651,536 1,270,776 1,143,682 1,195,030 1,244,157 $ 1,651,536 $ 1,270,776 $ 1,143,682 $ 1,195,030 $ 1,244,157 $ 1,296,224 11 360 City of Orono, Minnesota Stormwater Fund Cash Flow Projections - Detailed For the Years Ending December 31, 2025 through 2030 Rate Study Projections Actual Results Estimated Estimated Estimated Estimated Estimated Estimated 2022 2023 2024 2025 2026 2027 2028 2029 2030 Projected Rate Increase Fixed Rates 3% 3% 3% 3% 3% Cash Flows from Operating Activities Receipts from customers and users $ 727,184 $ 742,450 $ 776,103 $ 814,718 $ 839,159 $ 864,334 $ 890,264 $ 916,971 $ 944,481 Other receipts 246 9 2,529 - - - - - - Payments to suppliers/service providers (295,582) (210,669) (199,015) (198,598) (205,146) (212,318) (217,181) (223,728) (230,281) Payments to employees (78,982) (166,635) (195,970) (174,403) (182,823) (190,136) (197,741) (205,652) (213,878) Net Cash from Operating Activities 352,866 365,155 383,647 441,717 451,190 461,880 475,342 487,591 500,322 Cash Flows from Noncapital Financing Activities Transfers out - (1,003,600) (454,564) (510,300) (142,980) (243,200) (310,800) (182,430) (158,685) Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (160,089) (289) (233,547) (100,000) (356,000) (158,000) (205,000) (185,000) (245,000) Connection fees received 16,119 5,251 21,180 14,609 15,047 15,498 15,963 16,442 16,935 Net Cash from Capital and Related Financing Activities (143,970) 4,962 (212,367) (85,391) (340,953) (142,502) (189,037) (168,558) (228,065) Cash Flows From Investing Activities Investment earnings (loss) (83,351) 115,941 65,447 40,338 36,929 37,054 40,451 40,930 46,256 Net Increase (Decrease) in Cash and Cash Equivalents 125,545 (517,542) (217,837) (113,636) 4,186 113,232 15,956 177,533 159,828 Cash and Cash Equivalents, January 1 1,954,420 2,079,965 1,562,423 1,344,586 1,230,950 1,235,136 1,348,368 1,364,324 1,541,857 Cash and Cash Equivalents, December 31 $ 2,079,965 $ 1,562,423 $ 1,344,586 $ 1,230,950 $ 1,235,136 $ 1,348,368 $ 1,364,324 $ 1,541,857 $ 1,701,685 Target Cash Reserve $ 295,126 $ 299,546 $ 294,050 $ 297,792 $ 301,414 $ 304,531 $ 308,145 $ 311,840 $ 315, 666 Projected Cash in Excess of Target $ 933,158 $ 933,723 $ 1,043,838 $ 1,056,179 $ 1,230,017 $ 1,386,119 Average Monthly Bill (Residential User) $ 16.32 $ 16.81 $ 17.31 $ 17.83 $ 18.37 $ 18.92 Average Percentage Increase 3% 3% 3% 3% 3% Average Monthly Dollar Increase $ 0.49 $ 0.50 $ 0.52 $ 0.53 $ 0.55 Average Annual Dollar Increase $ 5.88 $ 6.05 $ 6.23 $ 6.42 $ 6.61 Five Year Average Capital Expenses $ 200,800 12 361 City of Orono, Minnesota Stormwater Fund Cash Flow Projections - Summary For the Years Ending December 31, 2025 through 2030 Estimated Estimated Estimated Estimated Estimated Estimated 2025 2026 2027 2028 2029 2030 Projected rate increase Fixed rate 3% 3% 3% 3% 3% Cash receipts Receipts from customers $ 814,718 $ 839,159 $ 864,334 $ 890,264 $ 916,971 $ 944,481 Other receipts 54,947 51,976 52,552 56,414 57,372 63,191 Total Cash Receipts 869,665 891,135 916,886 946,678 974,343 1,007,672 Cash disbursements Operating payments 373,001 387,969 402,454 414,922 429,380 444,159 Acquisition of capital assets 100,000 356,000 158,000 205,000 185,000 245,000 Transfers out 510,300 142,980 243,200 310,800 182,430 158,685 Total Cash Disbursements 983,301 886,949 803,654 930,722 796,810 847,844 Net Increase (Decrease) In Cash and Cash Equivalents (113,636) 4,186 113,232 15,956 177,533 159,828 Cash and Cash Equivalents, January 1 1,344,586 1,230,950 1,235,136 1,348,368 1,364,324 1,541,857 Cash and Cash Equivalents, December 31 $ 1,230,950 $ 1,235,136 $ 1,348,368 $ 1,364,324 $ 1,541,857 $ 1,701,685 13 362 City of Orono, Minnesota Capital Project/Equipment Plan Schedule of Planned Capital Outlay 2025 to 2030 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Fund/Denartmen Year Item Cost Amounts Amounts Amounts Amounts Amounts Amounts Funding Source Debt and Grant Financing None Cash Reserves Water 2025 IT Capital Improvements- Water Portion $ 67,200 $ 67,200 $ - $ - $ - $ - $ - Water 2027 IT Capital Improvements - Water Portion 80,000 - - 80,000 - - - Water 2025 Watermain Replacement CSAH 19 (Kelly Ave) 200,000 200,000 - - - - - Water 2027 Water Meter Replacement 170,000 - - 170,000 - - - Water 2026 Wellhead Protection Plan Updates 20,000 - 20,000 - - - - Water 2025 Navarre Plant Control Upgrade 110,000 110,000 - - - - - Water 2026 Navarre Plant Control Upgrade 594,000 - 594,000 - - - - Water 2028 South Tower Repaint and Rehabilitation 400,000 - - - 400,000 - - Water 2027 Well #4 Inspection & Maintenance (every 10 yrs) 20,000 - - 20,000 - - - Water 2031 Watermain Replacement CSAH 19 (Maple Ridge to end) 1,285,000 - - - - - - Water 2028 North Water Plant Painting 30,000 - - - 30,000 - - Water 2027 South Water Plant Painting 60,000 - - 60,000 - - - Water 2027 Well #1 Inspection and Maintenance (every 10 yrs) 20,000 - - 20,000 - - - Water 2027 North Waterplant Switch Gear Upgrade 200,000 - - 200,000 - - - Water 2029 Well #2 Inspection and Maintenance (every 10 yrs) 20,000 - - - - 20,000 - Water 2030 Water Main Loop Concordia 230,000 - - - - - 230,000 Water 2028 Water Supply Plan Update 20,000 - - - 20,000 - - Water 2028 North Well House Upgrade (Sewer) 10,000 - - - 10,000 - - Water 2028 Well #3 Inspection & Maintenance (every 10 yrs) 20,000 - - - 20,000 - - Water 2026 Water Valve Replacements (5 / Year) 27,800 - 27,800 - - - - Water 2027 Water Valve Replacements (5 / Year) 28,600 - - 28,600 - - - Water 2028 Water Valve Replacements (5 / Year) 29,500 - - - 29,500 - - Water 2029 Water Valve Replacements (5 / Year) 30,400 - - - - 30,400 - Water 2030 Water Valve Replacements (5 / Year) 31,300 - - - - - 31,300 Sewer 2025 Sewer Rehabilitation 300,000 300,000 - - - - - Sewer 2026 Sewer Rehabilitation 300,000 - 300,000 - - - - Sewer 2027 Sewer Rehabilitation 300,000 - - 300,000 - - - Sewer 2028 Sewer Rehabilitation 300,000 - - - 300,000 - - Sewer 2029 Sewer Rehabilitation 300,000 - - - - 300,000 - Sewer 2030 Sewer Rehabilitation 300,000 - - - - - 300,000 Sewer 2026 Sewer Meter installation (into Long Lake) 60,000 - 60,000 - - - - Sewer 2025 Lift Station #27 Rehab 60,000 60,000 - - - - - Sewer 2025 Lift Station #4 Rehab 70,000 70,000 - - - - - Sewer 2026 Lift Station #12 Rehab, Including Generator 120,000 - 120,000 - - - - Sewer 2026 Lift Station #22 Rehab 70,000 - 70,000 - - - - Sewer 2027 Lift Station #18 Rehab Inc. Gen Replacement 150,000 - - 150,000 - - - Sewer 2027 Lift Station #26 Rehab inc. Gen Replacement 150,000 - - 150,000 - - - Sewer 2028 Lift Station #6 Rehab inc. Gen Replacement 150,000 - - - 150,000 - - Sewer 2028 Lift Station #32 Rehab 70,000 - - - 70,000 - - Sewer 2029 Lift Station Rehab (2 per year) 70,000 - - - - 70,000 - Sewer 2029 Lift Station Rehab (2 per year) 150,000 - - - - 150,000 - Sewer 2030 Lift Station Rehab (2 per year) 70,000 - - - - - 70,000 Sewer 2030 Lift Station Rehab (2 per year) 150,000 - - - - - 150,000 Sewer 2026 Lift Station #18 Forcemain Replacement 320,000 - 320,000 - - - - Storm Water 2026 Casco Cove Outlet and Bioretention Basin (SWMP 0-2 & CB-3) 161,000 - 161,000 - - - - Storm Water 2026 Hackberry Park and Neighborhood Stormwater Improvements 95,000 - 95,000 - - - - Storm Water 2028 Surface Water Management Projects, Unnamed (Per Year) 85,000 - - - 85,000 - - Storm Water 2029 Surface Water Management Projects, Unnamed (Per Year) 85,000 - - - - 85,000 - Storm Water 2030 Surface Water Management Projects, Unnamed (Per Year) 85,000 - - - - - 85,000 Storm Water 2027 Pond Cleaning/Maintenance (1/3 years) 58,000 - - 58,000 - - - Storm Water 2030 Pond Cleaning/Maintenance (1/3 years) 60,000 - - - - - 60,000 Storm Water 2028 Surface Water Management Plan Update 20,000 - - - 20,000 - - Storm Water 2025 Storm Sewer Improvements/Replacements (Per Year) 100,000 100,000 - - - - - Storm Water 2026 Storm Sewer Improvements/Replacements (Per Year) 100,000 - 100,000 - - - - Storm Water 2027 Storm Sewer Improvements/Replacements (Per Year) 100,000 - - 100,000 - - - Storm Water 2028 Storm Sewer Improvements/Replacements (Per Year) 100,000 - - - 100,000 - - Storm Water 2029 Storm Sewer Improvements/Replacements (Per Year) 100,000 - - - - 100,000 - Storm Water 2030 Storm Sewer Improvements/Replacements (Per Year) 100,000 - - - - - 100,000 Total Capital Projects and Equipment $ 907200 $ 1,867,800 $ 1,336,600 $ 1,234,500 $ 755,400 $ 1,026,300 Total Capital Projects and Equipment Water $ 377,200 $ 641,800 $ 578,600 $ 509,500 $ 50,400 $ 261,300 Sewer 430,000 870,000 600,000 520,000 520,000 520,000 Storm Water 100,000 356,000 158,000 205,000 185,000 245,000 $ 907,200 $ 1,867,800 $ 1,336,600 $ 1,234,500 $ 755,400 $ 1,026,300 14 363 City of Orono, Minnesota 2025 - 2030 Utility Rate Study Financial Section (Continued) Water Fund Cash Flow From Operations $1,800,000 $1,600,000 $1,400, 000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 2023 2024 2025 2026 2027 2028 2029 2030 Debt Payments —Operating Expenses F Transfers Out t Revenue From Operations It should be noted that the above chart does not include costs for capital asset acquisition costs. $900,000 $800,000 $700,000 $600,000 $ 500,000 $400,000 $300,000 $200,000 $100,000 Cash Balance Including Target Cash Reserve 2023 2024 2025 2026 2027 2028 2029 2030 � Cash Balances Target Cash Reserve 15 364 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 City of Orono, Minnesota 2025 - 2030 Utility Rate Study Financial Section (Continued) Sewer Fund Cash Flow From Operations 2023 2024 2025 2026 2027 2028 2029 2030 n Operating Expenses Transfers Out +Revenue From Operations • It should be noted that the above chart does not include costs for capital asset acquisition costs. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 ~ $800,000 $600,000 $400,000 $200,000 Cash Balance Including Target Cash Reserve 2024 2025 2026 Cash Balances r 2027 2028 2029 2030 Target Cash Reserve 16 365 City of Orono, Minnesota 2025 - 2030 Utility Rate Study Financial Section (Continued) Stormwater Fund Cash Flow From Operations $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 2023 2024 2025 2026 2027 2028 2029 2030 Operating Expenses Transfers Out Revenue From Operations • It should be noted that the above chart does not include costs for capital asset costs and acquisitions. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Cash Balance Including Target Cash Reserve 2024 2025 2026 2027 2028 2029 2030 —Cash Balances (Target Cash Reserve 17 366 $200 $160 $141.9 $120 $73.2 $80 $16.3 $40 $52.4 I 0 Orono Shorewood Spring Park Mound M inn etrista Long Lake Excelsior City of Orono, Minnesota 2025 - 2030 Utility Rate Study Financial Section (Continued) Other Recommended Monthly Utility Bill - Current and Future (Average Usage 4,000 gallons) $167.3 $172.3 $177.4 $157.7 $162.4 --1" $77.7 $80.0 $82.4 $84.9 $75.4 $16.8 $17.3 $17.8 $18.4 $65.4 $67.4 $69.4 $71.5 0 0 0 0 0 Water Stormwater Sewer Total Bill Monthly Bill Comparison to Other Cities (Average Usage 4,000) Gallons $177.4 167.3 $72.8 $80.4 EL $ $86. $80.0 / $141.9 2.0 $157.7 $- $25 $50 $75 $100 $125 $150 $175 $200 Comparison 2025 Rates ■Orono 2030 Proposed Orono 2028 Proposed ■Orono 2026 Proposed Orono 2025 Rates 18 367 Orono Wayzata Shorewood Spring Pa rk Mound Minnetrista Long Lake Excelsior Orono Wayzata Shorewoo d Spring Pa rk Mound M inn etrist a Long Lake Excelsior City of Orono, Minnesota 2025 - 2030 Utility Rate Study Financial Section (Continued) Water Bill Comparison to Other Cities 4,000 Gallons (Average Usage) $- $25 $50 $75 $100 F Comparison 2025 Rates ■ Orono 2030 Proposed Orono 2028 Proposed ■Orono 2026 Proposed Orono 2025 Rates Sewer Bill Comparison to Other Cities 4,000 Gallons (Average Usage) $- $25 $50 $75 ■Comparison 2025 Rates ■Orono 2030 Proposed Orono 2028 Proposed ■ Orono 2026 Proposed F Orono 2025 Rates 10$84.87 $100 19 368 �ONa City of Orono 2026 Utility Rate Schedule s`1kfSHp0.�`� Effective January 1, 2026 RESIDENTIAL MUNICIPAL WATER RATES Monthly Base Fee: $18.70 Water Usage Per 1,000 gallons Tier 1 (0-3,300): $ 9.09 Tier 2 (3,301-8,300) : $12.72 Tier 3 (>8,300) : $19.07 MULTI -FAMILY & COMMERCIAL WATER RATES Monthly Base Fee (Per SAC): $18.70 Water Usage Per 1000 gallons Tier 1 (<8.3): $ 9.09 Tier 2 (8.3-33.3) : $12.72 Tier 3 (>33.3) : $19.07 GARAGE CONDOS WATER RATES Monthly Base Fee (Per Unit): Water Usage Per 1,000 gallons Tier 1 (0-3,300): Tier 2 (3,301-8,300): Tier 3 (>8,300): SCHOOL WATER RATES Base Fee (Per Meter): $56.10/mo Water Usage Per 1000 gallons Tier 1 (<8.3): Tier 2 (8.3- Tier 3 (> OTHER WATER Water Testing Program Bulk Sale to MinnetonT Ridge Area Processing Fee Plus Usage Rate Bulk Sale - All Other Processing Fee Plus Usage Rate for Lafayette $30.00 $9.09/1,000 gallons $30.00 $19.07/1,000 gallons MUNICIPAL SEWER RATES Single Family Home: month Garage Condo: All Other ($75.41 minimu $7.54/month/S Plus by Flow: LONG LAKE &I Min. Charges (1 $75,A"iQ $75.41 per $75.41 /month/unit gallons F'Myrtlewood and Old Long connected to water. Wayzata quarterly usage of 25,000 sed on the metered rates STCTMWATER UTILITY RATES Single Family Homes: $16.81 /month or $50.43/quarter Garage Condos: $16.81 /month/unit All Other: $16.81 /month/SAC Unit RECYCLING RATES Monthly Rate: Quarterly Rate: SEPTIC BILLING Septic Fee: $1 1.25/per quarter OTHER FEES Penalty for late Payment 1 % of all charges after 30 days Water Turn On/Turn Off $50.00 369